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HomeMy WebLinkAboutB06-0018 #2 Structural Engineering CalculationsY Monroe & Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS For: Vail's Front Door Building "A" Parking Garage and Loading Dock Vail, Colorado M&N # 5500.02 NtNi1Nq~~ ! f OF COQ ] These drawings and calculations are the property of Monroe & Newell Engineers, Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe & Newell Engineers, Inc. is strictly prohibited. Vail, Colorado Denver, Colorado Dillon, Colorado **P.E. stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. January 10, 2006 0W. 711T O- ~Vwf ,,pp 2005 Platinum Sp0nS01 The Colorado Chapter of ~ - V I,he nnurican Institute of /Vchitect< www.monroe-neweI1.com 1701 Wynkoop Street • Suite 200 + Denver, Colorado 80202 (303) 623-4927 • FAX (303) 623-6602 * email: denver«monroe-newell.com MONROE & NEWELL ENGINEERS, INC. DESIGN CRITERIA-COMMERCIAL Project Name: Vail's Front Door Building A Date: January 2006 Parking Garage and Loading Dock Location: Vail, Colorado Project#: 5500.02 Building Department: Town of Vail, Colorado Phone: Contact: Building Code/Year: 2003 IBC Live Loads: See Attached General Notes Wind: Speed 100 MPH Exposure B Seismic Zone: See Attached General Notes Foundation Criteria: Soils Engineer: Koechlein Consulting Engineers, Inc. Report Date: August 19, 2003 Foundation Design Criteria: Allowable bearing (DL+LL) 5000 psf on soils 20000 psf on bedrock Wall span required 10 FT Soil modulus (vertical) 200 PCI Lateral: Frost depth: 48 inches Report 03-015 Active (unrestrained) 40 PCF (on-site soils) 35 PCF (imported gravel) At rest (restrained) 55 PCF (on-site soils) 45 PCF (imported gravel) Passive 300 PCF (on-site soils) 350 PCF (imported gravel) Sliding friction coefficient 0.4 PROJECT: VAIL'S FRONT DOOR 9&N 5500.02 DATE: JANUARY 04, 2006 GENERAL NOTES NOTE: THESE GENERAL NOTES INCLUDE THE REQUIREMENTS FOR ALL BUILDINGS OF THE VAIL'S FRONT DOOR PROJECT. THEREFORE NOT ALL SECTIONS OF THE NOTES MAY APPLY TO EACH BUILDING. 1. LIVE LOADS USED IN DESIGN: A. PARKING GARAGE AND TUNNEL 1. ROOF (SNOW) 100 PSF 2. ROOF (TRUCK TRAFFIC) AASHTO HS-20 3. UPPER LEVEL PARKING 40 PSF 4. MID-LEVEL PARKING 40 PSF 5. MID-LEVEL TUNNEL AASHTO HS-20 6. POOL (5'-0" DEPTH MAX) 320 PSF B. SPA 1. ROOF (SNOW) 100 PSF 2. RESIDENCE LEVEL 40 PSF 3. SPA LEVELS 100 PSF C. SKI CLUB 1. ROOF (SNOW) 80 PSF GROUND LEVEL FLOOR 2 100 PSF . 3. MID LEVEL FLOOR 125 PSF D. SKIER SERVICES 1. ROOF(SNOW) 4/12 & GREATER SLOPE 80 PSF 2. ROOF SNOW LESS THAN 4/12 SLOPE 100 PSF 3. GROUND LEVEL FLOOR 100 PSF 4. LOWER LEVEL 125 PSF E. RESIDENCE'S PARKING GARAGE 1. ROOF (SNOW) 100 PSF 2. MECHANICAL AND STORAGE LEVEL 125 PSF F. RESIDENCES 1. ROOF (SNOW) 80 PSF 2. FLOORS 40 PSF 3. EXTERIOR DECKS (SNOW) 100 PSF G. IMPORTANCE FACTORS CATEGORY II SEISMIC FACTOR IE 1.0 SNOW FACTOR IS 1.0 WIND FACTOR IW 1.0 1 H. WIND 3 SECOND GUST 100 MPH FASTEST MILE 80 MPH EXPOSURE B SEISMIC a. PARKING GARAGE & TUNNEL/SITE CLASS SITE CLASS D CATEGORY B SS 0.284 S, 0.068 SOS 0.298 SDI 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS CS 0.066 RESPONSE MODIFICATION FACTOR 4.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE SEISMIC b. SPA SITE CLASS D CATEGORY B SS 0.284 S, 0.068 SOS 0.298 SDI 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS MASONRY SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS CS 0.066 RESPONSE MODIFICATION FACTOR 2.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE C. SKI CLUB SITE CLASS D CATEGORY B SS 0.284 S, 0.068 SOS 0.298 SDI 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS CS 0.066 RESPONSE MODIFICATION FACTOR 4.5 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE SKIER SERVICES SITE CLASS D CATEGORY B SS 0.284 S, 0.068 SOS 0.298 SO, 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS CS 0.066 RESPONSE MODIFICATION FACTOR 4.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE 2 e. RESIDENCE AND GARAGE SITE CLASS CATEGORY SS S, SDS SDI BASIC SEISMIC FORCE RESISTING SYSTEM IS SEISMIC RESPONSE COEFFICIENTS CS RESPONSE MODIFICATION FACTOR ANALYSIS PROCEDURE USED B B 0.35 0.08 0.23 0.053 LIGHT FRAME SHEAR WALLS 0.058 4 EQUIVALENT LATERAL FRAME LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS'ARE'. PREFABRICATED FLOOR TRUSSES/JOISTS C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. TESTING, INSPECTIONS AND. OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL ' BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. SOIL PREPARATION EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING POST-TENSIONING TENDONS AND PLACEMENT. b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT. C. PERIODIC VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. d. CONTINUOUS INSPECTION OF REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. e. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. f. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. g. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMANS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. h. CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. i. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. j. CONTINUOUS INSPECTION OF APPLICATION OF POST-TENSIONING FORCES. k. PERIODIC VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT.OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2. F-LOOR AND ROOF DECK WELDING. 3. WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM. 4. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. 5. ` WELDING OF STAIRS AND RAILING SYSTEMS. C. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION, e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. g. CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTION WITH HIGH STRENGTH BOLTS. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. FOR BOLTS REQUIRING PRETENSIONING, THE SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY 4 THE INSTALLATION METHOD OR BY PROJECT PLANS OR SPECIFICATIONS; DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED AND MONITOR THE INSTALLATION OF BOLTS TO VERIFY THAT THE SELECTED PROCEDURE FOR INSTALLATION IS PROPERLY USED TO TIGHTEN BOLTS. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 2. MONITORING OF BOLT INSTALLATION FOR PRETENSIONING IS PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD. JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED ONLY ON A PERIODIC BASIS. MASONRY CONSTRUCTION THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY SHALL BE AS FOLLOWS: FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS OF SITE-PREPARED MORTAR AND GROUT. (PERIODICALLY) b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. (PERIODICALLY) C. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHORAGES (PERIODICALLY) d. GROUT SPACE PRIOR TO GROUTING. (CONTINUOUSLY) e. PLACEMENT OF GROUT. (CONTINUOUSLY) THE INSPECTION PROGRAM SHALL VERIFY: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. (PERIODICALLY) b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. (CONTINUOUSLY) C. SPECIFIED SIZE, GRADE AND TYPE OF. REINFORCEMENT. (PERIODICALLY) d. WELDING OF REINFORCEMENT. (PERIODICALLY) e. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES F). (PERIODICALLY) PREPARATION OF ANY REQURED GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. (CONTINUOUSLY) COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. (PERIODICALLY) 4. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 1. BED ROCK 2. SOIL 20,000 PSF 5,000 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 03-015 BY KOECHLEIN CONSULTING ENGINEERS, INC. DATED 19 AUGUST 2003. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOTINGS, ON COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. 1. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. CONCRETE A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1/11 PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 6 FOOTINGS &FOUNDATION WALLS 4000 psi STD INTERIOR SLABS ON GRADE 4000 psi STD 0.50 INTERIOR STRUCTURAL SLABS, BEAMS, WALLBEAMS AND COLUMNS 5000 psi STD 0.50 SLABS ON METAL DECK 3500 psi STD 0.50 EXTERIOR CONCRETE 4000 psi STD 0.45 6%-8% MAXIMUM SLUMP SHALL NOT EXCEED 4". B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 1F'C (OR 57,000 ~ F'C NORMAL WEIGHT CONCRETE). C.. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED 15'-0 FEET MAXIMUM AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. REINFORCEMENT k ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C: REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH Z-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT EACH CORNER. 7 G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. POST-TENSIONING A. TENDONS FOR POST-TENSIONING SHALL BE UNCOATED SEVEN WIRE STRESS RELIEVED STEEL STRAND HAVING AN ULTIMATE STRENGTH OF 270 KSI AND SHALL MEET ASTM STANDARDS A416. OIL TEMPERED WIRES SHALL NOT BE USED. STRAND SHALL BE COATED WITH A RUST PREVENTATIVE GREASE AND ENCLOSED IN AN EXTRUDED PLASTIC SLIPPAGE SHEATHING. B. COUPLINGS SHALL BE USED ONLY AT LOCATIONS INDICATED AND/OR AS REVIEWED BY THE STRUCTURAL ENGINEER. C. POST-TENSIONING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE CYLINDERS, CURED UNDER JOB-SITE CONDITIONS, HAVE BEEN TESTED AND INDICATED 3000 PSI COMPRESSIVE STRENGTH. D. CALCIUM CHLORIDE AND FLYASH SHALL NOT BE USED. E. ALL REINFORCING AND POST-TENSIONING TENDONS SHALL BE FIRMLY SECURED TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE. STAPLE ALL CHAIRS MINIMUM TWO STAPLES EACH. F. POST-TENSIONING TENDON SUPPLIER TO INCREASE FORCES SHOWN AS NECESSARY TO OVERCOME FRICTION FORCES AS PER LATEST POST-TENSIONING DESIGN INSTITUTE RECOMMENDATIONS. ALL FORCES SHOWN ARE FINAL EFFECTIVE. G. ALL POST-TENSIONING TENDONS SHALL BE NO LESS THAN 4" FROM ANY OPENING. H. ALL POST-TENSIONING TENDONS TO BE BENT AROUND OPENING SHALL EXTEND A MINIMUM OF 2'-0" PAST THE OPENING BEFORE STARTING CURVE. 1. HORIZONTAL SLOPE OF POST-TENSIONING TENDONS SHALL BE LIMITED TO 1:6. J. UNIFORM TENDONS SHALL BE STRESSED PRIOR TO BANDED TENDONS. STRESS SLAB TENDONS BEFORE STRESSING BEAM TENDONS. K. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY BY APPLICABLE METHODS, LOCATIONS OF TENDONS PRIOR TO INSTALLATION OF ANY SLAB PENETRATIONS GREATER THAN 3/4 DEEP. L. ALL JACKING OF TENDONS SHALL BE DONE WITH AN AUTOMATIC POWER SEATING JACK. M. NOTIFY ENGINEER AT LEAST 72 HOURS IN ADVANCE OF CONCRETE POUR SO THAT STEEL AND TENDON PLACEMENT MAY BE OBSERVED PRIOR TO CONCRETE POUR. N. PROVIDE 244 BACKUP BARS AT ALL TENDON ANCHORAGES. BARS SHALL EXTEND MINIMUM 2'-0 EACH SIDE OF ANCHORAGE. 0. TENSILE STRESS IN PRESTRESSING TENDONS SHALL NOT EXCEED THE FOLLOWING: 1. DUE TO TENDON JACKING FORCE 0.94 fpy BUT NOT GREATER THAN 0.85 fpu OR MAXIMUM VALUE RECOMMENDED BY MANUFACTURERS OF PRESTRESSING TENDONS OR ANCHORAGES. 2. IMMEDIATELY AFTER PRESTRESS TRANSFER 0.82 fpy BUT NOT GREATER THAN 0.74 fpu. 3. POST-TENSIONING TENDONS, AT ANCHORAGES AND COUPLERS IMMEDIATELY AFTER TENDON ANCHORAGE 0.70 fpu. P. RECORDS OF ALL TENDON JACKING FORCES AND ELONGATION SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER. ELONGATION MEASUREMENT SHALL BE OBSERVED BY A PARTY INDEPENDENT OF THE COMPANY RESPONSIBLE FOR TENDON ELONGATION. 9. MASONRY A. ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL FULFILL ASTM C62, C216 OR C652. MORTAR SHALL BE ASTM C270 TYPE S OR M. C. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE STRENGTH OF F',, OF 1900 PSI BASED ON NET AREA. D. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE MINIMUM LADDER-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINFORCEMENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS. E. UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONE #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER 4'-0" ON CENTER TYPICALLY. REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. F. ALL CMU WALLS REQUIRE A MINIMUM OF 245 IN BOND BEAM ABOVE ALL DOORS AND WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE NOTED. G. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS. H. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A DISTANCE OF 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS NOTED OTHERWISE. 1. CMU SHALL BE FULLY GROUTED BELOW GRADE. J. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR FRAMING OVER NON-BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. K. ALL MULTIPLE WYTHE MASONRY WALLS SHALL BE GROUTED SOLID BETWEEN EACH WYTHE WITH ASTM C476 GROUT. L. WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END. M. PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE. 9 10. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN FOR NON-COMPOSITE MEMBERS. FOR COMPOSITE MEMBERS, CONNECTIONS SHALL SUPPORT 75% OF THE TOTAL CAPACITY FOR EACH BEAM AND SPAN. SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND SHORTENING. 1. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS. J. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE NOTED. K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP 10 DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. M. UNLESS NOTED OTHERWISE, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK CONTINUOUS PLATE TO BEAM FLANGE. WIDTH OF PLATE TO BE 1/2" NARROWER THAN MASONRY THICKNESS. 11. METAL DECK A. UNLESS NOTED OTHERWISE, DECK SHALL BE SHOP-PAINTED STEEL, SHALL BE OF THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIMUM WHERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED. DECK SUPPLIER SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS. B. DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS EXCEPT AS NOTED OTHERWISE. C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS. 1. ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8" PUDDLE WELDS AT 6" (7 WELDS PER SHEET MINIMUM). 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS (SIDELAPS) SHALL BE SCREWED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATION PER SPAN. 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER. 4. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH 5/8" DIAMETER PUDDLE WELD. PROVIDE WELD WASHERS AS REQUIRED. 5. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE FASTENED TOGETHER AT 36" MAXIMUM SPACING WITH #10 TEK SCREW FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 12"ON CENTER. 6. HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS THROUGH DECK. 12. LIGHT GAGE FRAMING A. LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE DRAWINGS. B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 PSI. C. FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI. D. ALL WORK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR LIGHT GAGE METAL FRAMING. 13. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 11 OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. r4. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. 4. RE: ARCH FOR FINISH REQUIREMENTS. G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5/8" (40/20 SPAN RATING)(UNLESS NOTED OTHERWISE) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL 12 EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE AND REFER TO SHEAR WALL SCHEDULE. ALL PANEL EDGES SHALL BE BLOCKED. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV.= 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 15. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 16. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, WOOD IJ JOISTS, AND METAL DECK. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. K. PRE/MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN TH STATE OF COLORADO. STAIRS SHALL BE DESIGNED TO SUPPORT ALIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. 14 Vail's Front Door Building A Parking Garage No. 5500 Monroe &Newell Engineers, Inc Structural Calculations Structural Engineers Vj .D.- .D&. Table of Contents Volume A General Information p. Gl-G6 West Entry p. Wl-W42 North Entry p. NI-N22 West Tunnel p. TW 1-TW34 Mid Level & Lid p. M 1-M 132 Spa p. Sl-S135 Northeast Lid p. NE1-NE88 Volume B East Roadway p. R1-R57 East Tunnel T Upper Parking p. Ul-U25 PT Tee Beams p. PTI-PT28 Wall Beam Design p. B1-B84 Foundation Wall Design p. FWI-FW98 Core Design p. C 1-C43 Footing Design p. Fl-F28 a Monroe &Ne,,vell En~inccs, Inc. S¢uccural EnEc=s Vv1.0-• DT.. Vail's Front Door Building A Parking Garage No. 5500 a /O I;f 0) 0 %E 000000 4~ moo,O VD A Y- 61 Z FIRE-RESISTANCE-RATED CONSTRUCTION TABLE 720.1(1)--continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS"G CKNESS OF MINIMUM THt i I INSULATING MATERIAL FOR THE FOLLOWING FIRE-RESISTANCE 1 PERIODS (inches) ~STRUCTURAL PARTS TO BE ITEM 4 3 2 1 INSULATING MATERIAL USED hour hour j hour hour l PROTECTED NUMBER r 5. Reinforcing l i ~ I i Carbonate. IiQhtweigktt and sand-lightweight aggtegate concrete, members 12" or I n stee (Size limit does not apply to beams and girders monolithic 1 t/ 1 i/_ I', uare or round S l 1 reinforced . q arger. concrete columns. beams 5-1.1 with floors.) Siliceous ag regate concrete. members 12° or larger. square or round. (Size limit 1 t/,, _irders and does not apply to beams and girders monolithic with floors.) i trusses . Reinfotcirg steel in 6-1 .1 i I ~/a (Carbonate_ hglinveight cad sand-lightv:eight aggregate concrete. l t/t ~ 1 1 '/a '/4 reinforced 6-1.2 Siliceous ag re2atc concrete. concrete joists) - - Reinforcing and J ` 7-11.11 Carbonate, Iightvveight and sand-hghttaeiLilt asrcaatc c-oncrete. ; l r/ ~ 1 I 1 ~/4 tie rods in floor 7-12 Siliceous aaLYeQate concrete. ~ and roof slabs' I For Sl: I inch = 25.4 mm. 1 square inch = 545 2 nntt`, 1 cubic foot = 0,0283 in', a. Reentrant pars of protected members to be filled solidly. b. Two lavers of equal thickness with a '/,-inch airspace between c- For all of the construction with gypsum wallboard described tt 'lle 20 ' 11)g% !stn base for veneer piaster of the same stye, tht 'Ku ss and tore type shall be permitted tobesubstitutedfor ypsamwallboard,providedatttcinnentisidenticaltothatsptciledforthe~%allboardandthelointson'liefacelayeralereinforced, and the entire surface is covered with a minimum of /,,-inch vpsutn v..neer piaster. d. An approved adhesive qualified under ASTA4 E 119. e. here lightweight or sand-li;htweiaht concrete having an oven-drv %veigin of 110 pounds per cubic foot or less is used, the tabulated minimum cm cr shall be per- mitted to be reduced 25 percent, except that in no case shall the cover be less than'/. inch in slabs or l tl inches in beams or girders. f- For solid slabs of siliceous aggregate concrete, increase tendon cover 220 percent. adequate provisions against spailing shailbe provid d ty U-shaped oncuoped stirrups spaced not to exceed the depth of the member with a cleur ccn,er of 1 inch. h. Prestressed slabs shall have a thickness not less that that required in Table 720.1(3; for the respective fire resistance time period. i. Fire coverage and end anchorages shall be as follows: Cove, to the prestressing steel at the anchor shall bet/, inch greater than that rcdui red away from the anchor. Nlinimutn cover to steel-bearing plate shall be 1 inch in beams and'./, inch in slabs. J. For beam widths between S inches and 12 inches. cover thickness shall be permitted to be determined by interpolation. k. Interior spans of continuous slabs, beams and girders shall be permitted to be considered restrained 1. For use with concrete slabs having a comparable fire endurance where members are framed into the structure in such a manner as to provide equivalent perfor- mance to that of monolithic concrete construction. m. Generic fire-resistance ratings (those not designated as PROPRIETARY- in the listing) in GA 000 shall be accepted as if herein listed. nnno 11.~TCOAII~TInAlA1 01 111 ninrc rnncn 43p Monroe & Newell Engineers, Inc. PRODUCT 204-1 (Single Sheets) 205-1 (Padded) JOB SHEET NO. OF CALCULATED BY. DATE CHECKED BY DATE SCALE T~Jj~'~ JOB V Monroe & Newell ) Engineers, Inc. SHEET No. / of A CALCULATED BY DATE I I ZCO~ CHECKED BY DATE SCALE ls~~"l~ ~"~2' ~0 yw nr1C'~ 11y"'~/~~ `~~fde'~/*~~'~✓%r `>_vy~~"y.91v ~ _ i 9 4 b 1 l. L.. .i 2002 Lat/Lon Lookup Output! LOCATION 39.63902 Lat. -106.37282 Long. The interpolated Probabilistic ground motion values, in %g, at the requested point are: 10%PE in 50 yr 2%PE in 50 yr PGA 4.90 15.08 0.2 sec SA 10.47 28.41 1.0 sec SA 2.60 6.79 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT INFO: Home'Pase SEISMIC HAZARD: Hazard by Lat/Lon, 2002 Page 1 of 1 -i F" 4 http://egint.cr.usQs.~zov/eq-men/egi-bin/find-11-2002-intem.c2i 10/31/2005 Microsoft TerraServer Image Information Page 1 of 2 Search TerraServer The fttiona{Map 2 km W of Vail, Colorado, United States 10/12/1999 Street` city - Size vail OUT Ir State E 106W 22'39.13" co IG4) i-106.37755 ® _ 33- 39N 38~ t_~ ® 33.45 r 39.64263; 4,389,000 0° Longitude Latitude IN -106.37400 39.64085 EUO~ . . Minns j ,INFOVdeather~ ~7i1 X25 26.97'y " 39.64'082.1 4,388,800.01 E 106W 22'30.79" ?-106.37522 382,000.0 57 ZVI Image courtesy of the U.S. Geological Survey Image Information: Projection: North American Datum 1983 / UTM Zone 13N Provider: U.S. Geological Survey Resolution: 1.000 meters per pixel Size: 600 pixels wide by 400 pixels high Type: Digital Ortho-Quadrangles (digitized and othro-rectified aerial photographs) http://www.terraserver.microsoft.conVImageInfo.aspx?T=1 &S=10&Z=13&X=1910&Y=... 10/31/2005 ~F Monroe & Newell Engineers, Inc. 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' V) N f!) in a O o D w6 Lid at West Tunnel Entry -Lid West Turin Entry ram.cpt - 1110/2006 Distributed Tendon: Standard Plan Distributed Tendon: User Lines; User Notes; User Dimensions; Tendons; Num Strands; Profile Points; Profile Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Distributed Tendon: Standard Plan - 11 Lid at West Tunnel Entry -Lid West Tunn Entry ram. cpt - 1/10/2006 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Fz=335 t-Z=6130 Other Dead Loading: All Loads Plan - 12 W1 Lid at West Tunnel Entry -Lid West Turin Entry ram.cpt- 1/10/2006 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Fz=100 Z=100 100 Fz=100 Live (Unreducible) Loading: All Loads Plan - 13 Lid at West Tunnel Entry - Lid West Turn Entry ram.cpt- 111012006 Live (Unreducible) Loading: Reactions Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Values; Poin Drawing Import: User Lines; User Notes; User Dimensions;. Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Reaction Plot (W o Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,' Ft /o ~~O 5 ~ ~3 F7=100 .0o~ _n j 0 O~ Live (Unreducible) Loading: Reactions Plan- 14 wS Lid at West Tunnel Entry - Lid West Turn Entry ram.cpt - 1/1012006 Design Strip: Distributed Design Strips Plan Design Strip: User Notes; User Lines; User Dimensions; Distributed DSSs; DSS Numbers; DSS Ends; Distrib Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; SI Scale = 1:150 Design Strip: Distributed Design Stnps Plan - 15 Lid at West Tunnei Entry - Lid West Tunn Entry ram.cpt - 1 /1 012 0 0 6 All Dead M Reactions Plan All Dead LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Reaction Plot: (W0volr,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,l gip- po F~ ~~g • X662 fit' ~ op 5 \ T 1 T T ~ t9) \ ~~'00 000 %0 O c~ 00 0 O~c~ OHO O O> O All Dead LC: Reactions Plan - 16 1A) I Lid at West Tunnel Entry -Lid West Turin Entry ram.cpt - 1/1012006 Long-Term Deflection LC: Deflection Plan Long-Term Deflection LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Vertical Deflection Plot 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Min Value = -0.06336 inches @ (-275.1,120.8) Max Value = 1.063 inches @ (-269.1,110.6) .C O co 70.,0 _ O.b l '00.9 n G ©.8 0.6 1 Long-Term Deflection LC: Deflection Plan - 17 Long-Term Deflection LC: Deflection: Plan (2) Lid at West Tunnel Entry - Lid West Turin Entry ram.cpt - 1/1012006 Long-Term Deflection LC: Deflection Plan - 18 id io Lid at West Tunnel Entry -Lid West Turn Entry ram.cpt - 1/10/2006 Design Summary: Distributed Status Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Number Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Design Summary: Distributed Status Plan - 19 Lid at West Tunnel Entry - Lid West Turn Entry ram.cpt - 111012006 Design Summary: Distributed. Top Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Top Bar Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Design Summary: Distributed Top Reinforcement Plan - 20 w/i Lid at West Tunnel Entry - Lid West Turin Entry ram.cpt - 1/1012006 Design Summary: Distributed Bottom Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Bottom Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Design Summary: Distributed Bottom Reinforcement Plan - 21 Lid at West Tunnel Entry - Lid West Turin Entry ram.cpl - 1/10/2006 Design Summary: Distributed Shear Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Shear B Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; SI Scale = 1:150 Design Summary: Distributed Shear Reinforcement Plan-22 U)jZ 0 3 0 U z U v ❑ 01 v U d U U U aN _ °LLO ~aoaaLL 2LL°LLii d N° H a .a o 'z N a o ~"zp boo E'zo ~o o m 0 7F -E 76 -g U U V U U U U co U U U U{- 0 a E w z° Y Y = Y Y n rn Z J c c an d L a LL X O c O Q- L Y O N d Y (V Z t a~ L 'y Y y c E y c d ~ d~~ d~~ b c- LL N .m- C ~ c d a° c= n _ _ .N a a n n L E y - u w ~ v v E l v~< .N a E a ~ m = c w m U a - d M N a$ N c a a_ c a c n w d w d N w y N d m>; w d "u n N o x °m a d Y c o o° + o a w o n a d o c Q VN o u 'w d d C q 00 c m oo x E~ O - m ~ w ~o 9 c ao 9-N c -ter; I Z p 7 0 C O N w J O o f p~ - d y w jNSSE In ZOO° p° a'= o _ LL N ° a o° `o o c `m o o a _`0 0 0 o°'o ` m av a s E _ r E t y _d v 12 2 2 d - ~O N ` J N N _~"U N N a~ u 0 0° L 9 m N d N m N N J r N i N d.Q _ w N N 0•: O V1 z d m m w m m 0 u ~ m o o=° °m c_ Z u m t, ry p E N O = W W~ C O ~ .?i N ~ fL ~ J CL 2 E Z' t p J~~ i p J Q ~ K i > O Q° ~ N !A LL LL J~ ~ (!1 [A fn ` 0 ~ . ~ y 6 Sp0 0 ,0 O o O o o O o - - - - ~ - - U y n O y cM - F J J@ E'.> F F J `O2 H F J w O 2 w~ oOC C C>>> o co o > N N 'S u y u V u i 1- to O U N Q C d N m m 4 'c->O l~ > h U> > p 73 U Q Q F U U 2 N in N N J wo w J y N N h N y to N N N U U U U U U U U Vr3 # t~. N M ` r s 1fi r • M p,tS N 9 i . Monroe & Newell Engineers, Inc. JOB SHEET NO. v OF l CALCULATED BY DATE 11/3d ` x~~S CHECKED BY DATE SCALE wis it H". sx.i x~75xa~~,--.-- ~ prJ6:b <~yytF~6nbt sx' ~ ~ x~1~Y~a,~Y "6 ~,~rn s~'rva~z ub a Monroe & Newell Engineer- Monroe Monroe & Newell Engineer... 5500.02 Slab Design @ LST Area Nov 30, 2005 at 8:38 AM ~ LST area slab design.r2d 101b 0 Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: 11/30/2005 Slab Design at LST Area Section: h d h = 8 in d = 6.5 in W = 12 in Ultimate Forces: ir. W 1a = g 5.120E+02 in M„ = 7 ft-k w Vu@aiz = 4.2 k Materials: M„@V„ = 6 ft-k fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel C = 0.85baf, = A,f = T Iteration: y a AS MJO A, = fy(d-a/2) 0.29 0.24 0.29 0.24 A,fy 0.29 0.24 a = 0.85bf, use: 1 # 5 diam = 0.625 in p = 0.0040 As = 0.31 in.2 p,,,in = 200/fy = 0.0033 ok a = 0.4 in pmax (0.75pb) = 0.0310 ok OM. = OAsf, (d a/2) = 8.8 ft.-k Check fit of bars: 7.375 in. ok Stressed: 0.79 Shear Resistance: = 0.85 stirrup size: # 4 V,m. = 2 f~ bd = 11 k # of legs: 0 V~ = C1.9 f, +2500p VV.d)bd = 11 k A„ = 0 inz Mu stirrup spaci ng: V . = 3.5 f~ bd = 19 k sregd = 0.0 in. Smax = 3.25 in. d = V~ /0 - V = Vs re -6.1 k s = 12 in. , , For no A,:Vjo:<V,/2= 6k OV.=O(Vs+VJ 9.4k no Av required Stressed: 0.45 Monroe & Newell Engineers, Inc. Engineer: NEL LST slab design! 1-30-2005 Title : Vail's Front Door - Garages Job # 55Q0.027 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design Hev: SCuuu9 Page 1 User: Kw-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design ,~d (0)1983.2003 ENERCALC Engineering Software garage.ecw:Calculations Description B-2 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 25.00 ft f'c 5,000 psi Depth 24.000 in Fy 60,000 psi Width 24.000 in Concrete Wt. 150.0pcf Flange @ Both Sides Seismic Zone 1 Flange Thickness Web Spacing 8.000 in 6.500 ft End Fixity Pinned-Pinned Tee beam weight calc'd using Effective Width Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 8 10 21.00in #1 in #1 in #4 3 6 3.00in #4 in #4 in Load Factoring Note:. Load factoring supports 2003 IBC: and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads - Dead Load Live Load Short Term Start End #1 2.345 k 0.700 k k 0.000 ft 25.000 ft Beam Design OK Span = 25.00ft, Width= 24.00in Depth = 24.00in 'T' Beam with Flange= 8.00in thick @ Both Sides, Web spac= 6.50ft Maximum Moment : Mu 461.56 k-ft Maximum Deflection -0.3796 in Allowable Moment : Mn'phi 915.53 k-ft Maximum Shear: Vu 63.81 k Max Reaction @ Left 50.87 k Allowable Shear: Vn'phi 91.18 k Max Reaction @ Right 50.87 k Shear Stirrups... Stirrup Area @ Section 0.300 in2 Region 0.000 4.167 8.333 12.500 16.667 20.833 25.000 ft Max. Spacing 10.500 10.500 Not Req'd Not Req'd Not Req'd 10.500 10.500 in Max Vu 63.806 49.627 24.814 24.223 24.223 49.036 63.216 k Bending & Shear Force Summary Bending... Mn'Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 @ Center 915.53 k-ft 461.56 k-ft 346.17 k-ft 236.95 k-ft @ Left End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn'Phi Vu, Eq. C-' Vu, Eq. C-; Vu, Eq. C @ Left End 91.18 k 63.81 k 47.85 k 32.76 k @ Right End 91.18 k 63.22 k 47.41 k 32.45 k Deflection DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] 0.0000 in at 25.0000 ft 0.0000 in at 25.0000 ft 0.0000 in at 25.0000 ft @ Left 42.125 k 50.875 k 50.875 k @ Right 42.125 k 50.875 k 50.875 k -0.2987 in at 12.5000ft -0.3796 in at 12.5000ft -0.3796 in at 12.5000ft Title : Vail's Front Door - Garages Dsgnr: GML Date: 11:42AM, Description : Building A Scope : Structural Design WIP 10 Job # 5500.02 30 NOV 05 . ~o - User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983.2003 ENERCALC Enaineerino Software Description B-2 Page 2 vfd Section Analysis Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 2.485 in 0.000 in 0.000 in a = beta * Xneutral 1.988 in 0.000 in 0.000 in Compression in Concrete 202.776 k 0.000 k 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -633.400 k 0.000 k 0.000 k Find Max As for Ductile Failure... X-Balanced 12.429 in 0.000 in 0.0000 in Xmax = Xbal * 0.75 9.321 in 0.000 in 0.000 in a-max = beta * Xbal 9.943 in 0.000 in 0.000 in Compression in Concrete 2,376.964 k 0.000 k 0.000 k Sum [Steel Comp Forces] 72.270 k 0.000 k 0.000 k Total Compressive Force 2,449.234 k 0.000 k 0.000 k AS Max = Tot Force / Fy 40.821 in2 0.000 in2 0.000 in2 Actual Tension As 11.480 OK 0.000 OK 0.000 OK [Additional Deflection Calcs Neutral Axis 5.450 in Mcr 130.15 k-ft Igross 45,109.07 in4 Ms:Max DL + LL 317.97 k-ft Icracked 21,780.33 in4 R1 = (Ms:DL+LL)/Mcr 0.409 Elastic Modulus 4,030.5 ksi Ms:Max DL+LL+ST 317.97 k-ft , Fr = 7.5 * f'CA.5 530.330 psi R2 = (Ms:DL+LL+ST)/Mcr 0.409 Z:Cracking 91.286 k/in Leff Ms(DL+LL) 23,380.245 in4 Leff Ms(DL+LL+ST) 23,380.245 in4 Eff. Flange Width 75.00 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor ....seismic = ST 1.100 0.750 Add I "1.4" Factor for Seismic 1.400 0.900 Add"I "0.9" Factor for Seismic 0.900 1.300 W Iq Title Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design User: KW-0606238, Ver 5. (c)1983-2003 ENERCALC Description 1 B-2 Concrete Rectangular & Tee Beam Design Page 3 Sketch & Diagram '°:85 210 5.00 7.50 :10.00 12.50 '.15.00 17.50 20.00 22.50 25.00507_ 0 5.00 - 50 ,10.00 ,12.50 115.00 17.50 20.00 22.50 25.00 4,31 r:iinrrrr.,nt. 3.045k/ft - - - : - 1a7 - - I Iva. - - 9511 v 3.30 Mu:Max = 461.56k-h -43.96 ;32 97: Dmax 0.3796in = r58.61 . -43.96 Rmax = 50.875k Rmax = Vu-Max = 63.806k V. Max 50 p~rp7~~,Load (k) ks Locaton Along Member Iftl Shear Loader , Location Along Member (ft) 6 2.50 5.00 7.50 10.0 , 2.50 1 s 70 117.50 20.00 22.50 25.00346.17 2.50 5.00 7.50 .10:00 o 2.50 15.00 17.50 20.00 22.50 25.00 415.41 311.55 369.25 - ---I-_. - 216.94 323.09 242.32 276.94 ! : 207.70 ' 230.78 173.09 184.62. - - I I 13847 - 103.135 ~J t J 92 31 _ 89.23 -I - T 146 ' 3 4 . 02 Beadl~g Moment (k-ft) , { ; Location Along Member (ft) Ben; Moment (k4t) e~m Location Along Member (it) Beam Sketch Stresse s for ACI C-1 Combination Stresses for ACI C-2 Combination ?r. 7' 2 50 WT-50- 1-0.00 12.50 15.00 17.50. 24.00 22.50 25.00 50 8.' S Kn- - 5 00 7.50. 10 00 12.50 15.00 1750 20.00 22.50 25.0050':8: 5.00 '5.0 h ^ -,5C 5C " "-50 2C 22.50 25.00 4C70 40.75' 3G 52 X5 20;3[ - 16.1] J_JO 0.00 G`.: !20.19 : -30.2F _ - 40.3- 40.37 -150', Shear Load (k) 317972.50 500 brat al 61amt r Shear Load !k1 ton Alnn, M<-, - 750_11000 12.50 1 CC 17 9C ;,0 0 25.00317,972.50' 500 750 40.00 12 015 ,1.0 ~1, _ 50 25.00 2257 ' - 254.37! 254.37 =30.09 222 58 222.58 ear Load _Lk),_. _ 19078 Location Along Member11 158 98 - 190.78 236952.50 0 500 ;750 - 0 0 _ 1000 ;1 2.50,15.00 ;17.50 20.00 22.50 25.00127.19- 1 .98 - 'I - - 127.1 213.26': 95.39'--_ 95.39 189 56' _ , . 80 x1.80_ 165.87 Be 1~ Ldk-1t o s nr ati~: Be nl.~u ~ c . n,t^ no, i Pn 0g ` a 1421' _ i. t. - 000 2..0 b,00_ _ 0 i 0 ---5 ,Q000_ 0~ 250_ 0_00 7.50n _ Ir 1 _ 25.0 1 S.b0~i'7.SU '~6.00" 22.50 25.00 118.48 94.78 4739 ,-I _ ( 23.70 Moment (k-ft) Location Along Member (ft) Stresses for ACI C-3 Combination _ -008 -015 X019 -0.23 _ - - 027 x0.30 : _ _ -0.34'. Local "y" Deflection (in) Location Along Member (fl) Stresses for Service Dead + Live Loads vfd 0.08- _ 0.11 i 0.15 423 -0.30 al "y° Deflection (in) Location Along Member (ft) Stresses for Dead+Live+Short Term Loads Concrete Beam Steel Design per ACI318-02 Section: Description: Working Sheet h = 24 in d = 20.247 in W = 24 in Ig = 2.765E+04 in4 Materials: fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel C = 0.85baf, = A,fy = T M2/0 A, _ fy(d-a/2) a = A,fY 0.85bf use: 8# 10 diam = 1.27 in A, = 10.16 in.2 a = 6.0 in 0NI„ = OAsfy (d - a/2) = 789.1 ft.-k Stressed: 0.58 Shear Resistance: = 0.85 Ve m. = 2 f' bd = 69 k Ve = ~l .9 f~ + 2500p V° d )bd = 91 k MU V,. = 3.5 f, bd = 120 k V jegd = K /0 - Ve = 6.6 k For no A ~ : Vu /O:< V,/2 = 45 k Ultimate Forces: M„ = 460 ft-k Vu@1/4 = 64 k Mu@Vu= lft-k Iteration: a A, 3.23 5.49 3.23 5.49 3.23 5.49 p = 0.0209 Pain = 200/fy = 0.0033 ok p.. (0.75pb) = 0.0310 ok Check fit of bars: 0.95 in. ok stirrup size: # 4 # of legs: Av = 0.4 in2 stirrup spacing: sregd = 73.9 in. smax = 10.124 in. S = 16 in. O'n =ON+Ve)= Stressed: 84.2 k 0.76 X120 `I VFD Building A Job No. 5500.02 11/30/2005 Monroe & Newell Engineers, Inc. Engineer: NEL Working sheet 02,110 Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design User: KW' 06238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 1 31 (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description B-3 (a) General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 20.50 ft f'c 5,000 psi Depth 18.000 in Fy 60,000 psi Width 18.000 in Concrete Wt. 150.0 pcf Flange @ Both Sides Seismic Zone 1 Flange Thickness 8.000 in Web Spacing 7.500 ft End Fixity Pinned-Pinned Tee beam weight calc'd us ing Effective Width Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 6 10 15.00in #1 in #1 in #4 3 6 3.00in #4 in #4 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 2.513 k 0.750 k k 0.000 ft 20.500 ft Beam Design OK Span = 20.50ft, Width= 18.00in Depth = 18.00in 'T' Beam with Flange= 8.00in thick @ Both Sides, Web spac= 7.50ft Maximum Moment: Mu 303.27 k-ft Maximum Deflection -0.4848 in Allowable Moment : Mn*phi 484.94 k-ft Maximum Shear : Vu 52.07 k Max Reaction @ Left 40.62 k Allowable Shear: Vn*phi 114.06 k Max Reaction @ Right 40.62 k Shear Stirrups... Stirrup Area @ Section 0.800 in2 Region 0.000 3.417 6.833 10.250 13.667 17.083 20.500 ft Max. Spacing 7.500 7.500 7.500 7.500 7.500 7.500 7.500 in Max Vu 52.074 39.766 19.883 19.409 19.409 39.292 51.601 k Bending & Shear Force Summary USOMMISHM Bending... Mn*Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 @ Center 484.94 k-ft 303.27 k-ft 227.45 k-ft 151.90 k-ft @ Left End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi Vu, Eq. C-' Vu, Eq. C-: Vu, Eq. C4 @ Left End 114.06 k 52.07 k 39.06 k 26.08 k @ Right End 114.06 k 51.60 k 38.70 k 25.85 k Deflection DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Upward 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft @ Left @ Rioht 32.933 k 32.933 k 40.621 k 40.621 k 40.621 k 40.621 k -0.3872 in at 10.2500ft -0.4848 in at 10.2500ft -0.4848 in at 10.2500ft wa Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design Concrete Rectangular & Tee Beam Design Page 2 vfd oarace.ecw:Calculations Description B-3 (a) Section Analysis Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 2.340 in 0.000 in 0.000 in a = beta * Xneutral 1.872 in 0.000 in 0.000 in Compression in Concrete 143.208 k 0.000 k 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -489.591 k 0.000 k 0.000 k Find Max As for Ductile Failure... X-Balanced 8.878 in 0.000 in 0.0000 in Xmax = Xbal * 0.75 6.658 in 0.000 in 0.000 in a-max = beta * Xbal 7.102 in 0.000 in 0.000 in Compression in Concrete 1,392.222 k 0.000 k 0.000 k Sum [Steel Comp Forces] 57.486 k 0.000 k 0.000 k Total Compressive Force 1,449.708 k 0.000 k 0.000 k AS Max = Tot Force / Fy 24.162 in2 0.000 in2 0.000 in2 Actual Tension As 8.940 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 4.320 in Mcr 56.43 k-ft (gross 14,798.64 in4 Ms:Max DL + LL 208.18 k-ft Icracked 7,922.97 in4 R1 = (Ms:DL+LL)/Mcr 0.271 Elastic Modulus 4,030.5 ksi Ms:Max DL+LL+ST 208.18 k-ft Fr = 7.5 * f'c^.5 530.330 psi R2 = (Ms:DL+LL+ST)/Mcr 0.271 Z:Cracking 116.028 k/in I:eff... Ms(DL+LL) 8,059.926 in4 Leff Ms(DL+LL+ST) 8,059.926 in4 Lif. Flange Width 61.50 in ACI Factors (per ACI 318-02, applied internally to entered loads) - - - ACI C-1 & C-2 DL 1.400 2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 6 7C 1 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Wt 3 a Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design Rev: 580009 Page 3 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design -(c)1983-2003 ENERCALC Engineering Software vfd garage. ecw Calculations Description B-3 (a) Sketch & Diagram 9718 2.05 4.10 6.15 8 20 ,10.25 12.30 14.35 16.40 18.45 20 5 34 4.10 6.15 8.20 10.25 X72.30 14.3516.40 18.45 20.50 '.u 3.260k/Nfriirr nniirii4rnrnnii.irrrvrnriri 3.26314ft 17.T 17.36 7.61 - - O cn sn -J.48 Mu:Max = 303.27k-ft -35.22 - -26.42 --.4 1 Dmax = 0.4848in 46.96 -35.22 Rmax = 40.621 k Vu-Max = 52.074k Rmax=4 Vu Max = 212.29 181.96 151.64 121.31 90.98 204.71 181.96: - - 159.22. 136.47. 113.73 90198 68.24 45.10 - - 22:75 1 c Beam Sketch 30.33 8e Moment (k-tt) Location Along Member (ft)) Stresses for ACI C-1 Combination BeeAe4i g Moment (k-ft) Location Along Member tft) Stresses for ACI C-2 Combination 05 4 10 615 82 F "..3F 3.40 10.45 20.5.4C.ti2 ^O 4.10 115 20 102512.30 1435 Vi 40 18,45 20.50 30 .0 10.2, 3C 40 18 45 20.50 - 14 35 76 8 20 10 25 12 . _ - , . . . . . . 32.50 ..I 71 • ~.7..+ 2:4.37 - 1 .25 16.25 - 16 -16.12 .16.72 ' D....._-- _ . :418 .24.18 _ 3224. .32.24: -1,.71- Shear Load !k) ( 208.18 2.05 4 10 6.15_ prat al "I" Shear Load !kl 1 .tuber - d ^C 10 25 t 30 1 t 2. :5 20.50208.18 2.05" 4-10 - _ _ _ 0 14.~n 1 t . 45 20.50 -17.64 187.36'. 166.55 187.36' 966.55. 115,13 145.73 124.91 124.91 Load h 5 -11 (N) 104.0 9 2 1 104_ .y 09 _ - . 4.10 6.15 0 157902. 920 '7025 1 30 1845 ° .76.40 20.50 4.35 0327 . - 83_27__ . 13671 . 62.45 - 62 45 _ _ 12152, 41 54 - - - . ?O .8z 106.33 1. vner 1~ Ly~~ .c,1t~.~_ Be0 C12.C-_4e1 G1 ~0~2 il12a3ocgia 35 f640 ]18.45 20500.04'1 5 12_3~b''143 516_40 5 20.50 _ - ! 91.14 1 I . I 75.95 015 -0.10 4 _ 60.76 ! _ 019 0 79 _ - _ 45.57 -0.24 -0.29 ) 0.24 - _ - _ - , 0.29 ~ - 30.38 034 - . ' •0.34. ~ -0.39 . f -0.39 1 ~ - a- eRbmgM 'yN Deflection Location (l L~ai Deflection Location Along Member (ft) Local Member f Stresses fo for S tresses S r ACI C-3 Combination 3 Dea+Live+Short Term Loads for d ervice Dead + Live L oads M4 Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: 11/30/2005 m Working Sheet Section: . d h = 18 in . h d = 14247 in W = 18 in Ultimate Forces: W Pr. A Ig = 8.748E+03 in4 Mu = 304 ft-k <w-~ Vu@1/4 = 53 k Materials: Mu@Vu = 1 ft-k fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and a rea of steel : C = 0.85baf., = Asfy = T Iteration: a A M./0 S As = fy(d-a/2) 4.4 5.61 4.40 5.61 Asfy 4.40 5.61 a = 0.85bf, use: 6 # 10 diam = '1.27 in p = 0.0297 As = 7.62 in.2 pmin = 200/fy = 0.0033 ok a = 6.0 in pmar (0.75pb) = 0.0310 ok OM. = OAsf y (d - a/2) = 386.1 ft.-k Check fit of bars: 0.03 in. ok Stressed: 0.79 Shear Resistance: = 0.85 stirrup size: # 4 Vc, n. = 2 f~ bd = 36 k # of legs: 2 VC = 1.9j, + 2500p Md bd = 54 k A, = 2 0.4 in l U stirrup spacing: V. = 3.5 jbd = 63 k sreqd = 13.1 in. smax = 7.1235 in. Vs,regd = K /0 - K = 26.1 k s = 12 in. For no A, : Vu /0<_ V~ /2 = 27 k ¢V~ = ON + V) = 55.0 k Stressed: 0.96 Monroe & Newell Engineers, Inc. Engineer: NEL Working sheet Monroe & Newell JOB e~ Engineers, Inc. SHEET NO. OF A CALCULATED BY G DATE CHECKED BY DATE PRODUCT 204-1 (Single Sheets) 205-1 (Padded) Title : Vail's Front Door - Garages Dsgnr: GML Date: 11:42AM, Description : Building A Scope : Structural Design WU to Job # 5500.02 30 NOV 05 Rev: 580009 Page 1 User: KW-0606238, Ver 5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description B-3 (b) General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 16.00 ft f'c 5,000 psi Depth 18.000 in Fy 60,000 psi Width 18.000 in Concrete Wt. 150.0pcf Flange @ Both Sides Seismic Zone 1 Flange Thickness 8.000 in Web Spacing 6.500 ft End Fixity Pinned-Pinned Tee beam weight calc'd us ing Effective Width Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 6 10 15.00in #1 in #1 in #4 3 6 3.00in #4 in #4 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 i k Summary Beam Design OK Span = 16.00ft, Width= 18.00in Depth = 18.00in 'T' Beam with Flange= 8.00in thick @ Both Sides, Web spac= 6.50ft Maximum Moment : Mu 210.35 k-ft Allowable Moment : Mn*phi 473.73 k-ft Maximum Shear : Vu 44.59 k Allowable Shear: Vn*phi 77.34 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 2.667 5.333 Max. Spacing 7.500 7.500 7.500 Max Vu 44.595 35.339 17.670 Maximum Deflection Max Reaction @ Left Max Reaction @ Right 8.000 10.667 7.500 7.500 17.249 17.249 -0.2109 in 36.02 k 36.02 k 13.333 16.000 ft 7.500 7.500 in 34.918 44.174 k Bending & Shear Force Summary W Bending... Mn*Phi @ Center 473.73 k-ft @ Left End 0.00 k-ft @ Right End 0.00 k-ft Shear... Vn*Phi @ Left End 77.34 k @ Right End 77.34 k Deflection DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL+LL+ST+[Bm Wt] 0.900 k 0.000 ft 16.000 ft Mu, Eq. C-1 210.35 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-' 44.59 k 44.17 k 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft @ Left 28.820 k 36.020 k 36.020 k Mu, Eq. C-2 157.76 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C 33.45 k 33.13 k @ Right 28.820 k 36.020 k 36.020 k Mu, Eq. C-3 103.75 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C 22.00 k 21.79 k -0.1627 in at 8.0000ft -0.2109 in at 8.0000ft -0.2109 in at 8.0000ft W79 Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design Rev: 580009 user: KW-0606238, Ver5.8-0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 2 (c)1983.2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description B-3 (b) Section Analysis Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 2.840 in 0.000 in 0.000 in a = beta * Xneutral 2.272 in 0.000 in 0.000 in Compression in Concrete 173.808 k 0.000 k 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -463.670 k 0.000 k 0.000 k Find Max As for Ductile Failure... X-Balanced 8.878 in 0.000 in 0.0000 in Xmax = Xbal * 0.75 6.658 in 0.000 in 0.000 in a-max = beta * Xbal 7.102 in 0.000 in 0.000 in Compression in Concrete 1,086.612 k 0.000 k 0.000 k Sum [Steel Comp Forces] 57.486 k 0.000 k 0.000 k Total Compressive Force 1,144.098 k 0.000 k 0.000 k AS Max = Tot Force / Fy 19.068 in2 0.000 in2 0.000 in2 Actual Tension As 8.940 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 4.765 in Mcr 53.52 k-ft Igross 13,474.81 in4 Ms:Max DL + LL 144.08 k-ft Icracked 7,504.03 in4 R1 = (Ms:DL+LL)/Mcr 0.371 Elastic Modulus 4,030.5 ksi Ms:Max DL+LL+ST 144.08 k-ft Fr = 7.5 * f'cA.5 530.330 psi R2 = (Ms:DL+LL+ST)/Mcr 0.371 Z:Cracking 83.793 k/in I:eff Ms(DL+LL) 7,809.995 in4 I:eff... Ms(DL+LL+ST) 7,809.995 in4 Eff. Flange Width 48.00 in ACI Factors (per ACI 318-02, applied internally to entered loads) -'J.1 --.-7 ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Ado•'I -1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Title : Vail's Front Door - Garages Dsgnr: GML Description : Building A Scope : Structural Design w2p W Job # 5500.02 Date: 11:42AM, 30 NOV 05 Rev: 580009 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983-2003 ENERCALC Engineering Software Description B-3 (b) Sketch & Diaqram 3."i r i i if i it n i i+ n i nnr iiinrrrnnr+ 3.915Wft b tan Mu:Max = 210.35k-ft Dmax = 0.2109in Rmax = 36.020k Vu-Max = 44.595k Rmax = 3 Vu Max = Beam Sketch vfd Page 3 12 9 1.60 3.20 4.80 6.40 8.00 9.60 11.20 12.80 114.40 16.00 n ' 1.60 3.20 4.80 6.40 8.00 9.60 11.20 12.80 14.40 16.00 2-•J1, 31.E 1 -o v ?20.87 -1..65 - - - _ -I '•3130'. -23.48 i ''-41.73 =31.30 ^J Load k Shear load (k) Location Along Member (tp Location Alono Member (ft) - _ 51.60 3.20 4.80 64G 8.00 9.60 11.20 12.80 74.40 16.00 5776 1 60 800 966 11.20 12.80 14.46 16.00 3.20 4.80 8.40 189.32' I. I. 141.99 168.28: 726.21 147.25 110.43 - 126.21 94.66 - - 105.18' 78.88 84.14 63.11 631, 4733 ! 42 77 21,64 15,78 Ad~Moment (k-ft) Location Along Member (ft) Begcft Moment (k-ft) Location Along Member (ft) Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination - - - 9.60 -11.20 ~ 30 4.40 16.0038.02 ~ 60 3.20 80 6.40 003-6.02 an 20 '.80 6.40 8.00 - 801-4__ 6- - - 40 1 -0 -11 00-1-2 8.00 9.60 11.20 12.80 14.40 116.00 - 4 .80 7_F. `1 9 .60 3.2 0 . 6. .40 8. 009.6 - . _ . - 28.92. 26.22 2161 1 1.4.41 1E 4 - _ , : 7.20 1 0 00 0.00 -1429 -1429 00 -21 44: :-2. . 4 - Sheae Load !k1 I neat q 14_40 6 40 1 a0' 1.60 3 20 4 80 8 00 y u 11 2f ;2 9 Shear Load (k) 16.00144.0a1.60 3.20 4 2C 6 ,40 I -t,- AI M 800 9.60 -11 _.au 4.40 16.00 129 67 129.67 15 44 _ 1-- 5.26.. 115.26: 86 1 720.581 00: 86 46 ear Load (k) _ Location Along Member1ft) _ 86.45 72 04 r . 72_04 ' 103.751.60 3.20 A 30 6.4G P ,0C 9 11.20 12.80 14.40 16.00 57.63_~T,.__ 60 57.63 93.38 - _ I 4322. - 28 d2 4322 --t--- 26,82 -~--t-_ _ 00 - 8 . - - 41 14 41 14 : 3. I, . .dd y -t Be~~.h1 ,oL n llto~ Inc +a o ._J4: EA b ~ ' - ~ a 3t1e.,ppP'u§P ~f1~~ 90 14 bS'46 00 500 1120 1J 2 72.63 - I - 280_10 6 1 640_ 8~30i 2 6`0_320 d E~d 000 1 h 7G~W ibS 3.< . . . _ _ 6225 -I_~ • r I - 0 Oa - -0.04 I ~ I 51.88 . I. i 0.06 .0.06 41.50 -0.08 . 1 _ _ _0.08 r 3113 1 013-._~ 0.73 - 20.; 5 , - T- 015.-___ .0.75 17 -0 1036 . - 0.17 -0 19 . -0.19 RA Moment (k-ft) Location Along Member (h) . Local "y" Deflection (in) Location Along Member (ft) Local "y" Deflection (in) Location Along Member (ft) Stresses fo r ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads Concrete Beam Steel Design per ACI318-02 Description: Section: h = 18 in d = 14.247 in W = 18 in Ig = 8.748E+03 in4 Materials: 17c = 5 ksi fy = 60 ksi Working Sheet Ultimate Forces: M„ = 205 ft-k Vu@ti4 = 50 k Mu@Vu = 1 ft-k Bending Resistance: 0 = 0.9 Equations to find compressio n block and area of steel C = 0.85bafc' = Asf = T Iteration: y a As M°/~ AS = fy(d-a/2) 2.78.' 3.54 2.78 3.54 A,fy 2.78 3.54 a = 0.85bfc use: 6# 10 diam = 1.27 in p = 0.0297 As = 7.62 in. 2 pm n = 200/fy = 0.0033 ok a = 6.0 in pm,,c (0.75pb) = 0.0310 ok ON4. = ¢Ajy (d a/2) = 386.1 ft.-k Check fit of bars: 0.03 in. ok Stressed: 0.53 Shear Resistance: = 0.85 stirrup size: # 4 Vc.nin - 2 f~bd = 36 k # of legs: V = C1.9 f~ + 2500p Kd )bd = 54 k A„ = 0.4 in` C Mu stirrup spaci ng: V. = 3.5 f' bd = 63 k Sreqd = 15.2 in. sm.. = 7.1235 in. d = Vu/ 0- Ve = V, 'e 22.6 k s = 12 in. , , For no Av :K/O_<VJ2= 27 k ov =O Vs+Ve)= 55.0 k Stressed: 0.91 Monroe & Newell Engineers, Inc. Engineer: NEL vi VFD Building A Job No. 5500.02 11/30/2005 Working sheet V) to Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 1 (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description B-3 (C) General Information Code Ref: ACI 318-02,1997 LIBC, 2003 IBC, 2003 NFPA 5000 Span 9.00 ft ' t'c 5,000 psi Depth 24.000 in Fy 60,000 psi Width 18.000 in Concrete Wt. 150.0 pcf Flange @ Both Sides Seismic Zone 1 Flange Thickness 8.000 in End Fixit Pinned-Pinned Web Spacing 6.500 ft y Tee beam weight calc'd using Effective Width Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 6 10 21.00in #1 in #1 in #4 3 6 3.00in #4 in #4 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 3.601 k 1.075 k_ 0.000 ft 9.000 ft Concentrated Loads Dead Load Live Load Short Term Location #1 25.000 k 5.125 k k 8.000 ft LSummary Beam Design oK Span = 9.00ft,f Width= 18.00in Depth = 24.00in 'T' Beam with Flange= 8.00in thick @ Both Sides, Web spac= 6.50ft Maximum Moment : Mu 100.40 k-ft Allowable Moment : Mn*phi 650.25 k-ft Maximum Deflection -0.0102 in Maximum Shear: Vu 44.74 k Max Reaction @ Left 26.75 k Allowable Shear : Vn*phi 90.32 k Max Reaction @ Right 50.18 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 1.500 3.000 4.500 6.000 7.500 9.000 ft Max. Spacing 10.500 10.500 Not Req'd Not Req'd Not Req'd 10.500 10.500 in Max Vu 25.935 25.935 16.354 6.366 6.366 44.745 44.745 k Bending & Shear Force Summary Bending... Mn*Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 @ Center 650.25 k-ft 100.40 k-ft 75.30 k-ft 49.69 k-ft @ Left End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft @ Right End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi Vu, Eq. C-' Vu, Eq. C-: Vu, Eq. C4 @ Left End 90.32 k 25.93 k 19.45 k 12.79 k @ Right End 90.32 k 43.71 k 44.74 k 30.16 k Deflection DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL +LL +ST +[BmWt] Upward 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft @ Left 21.345 k 26.752 k 26.752 k @ Right 40.789 k 50.182 k 50.182 k -0.0082 in at 4.6800ft -0.0102 in at 4.6440ft -0.0102 in at 4.6440ft UA Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 2 (c)1983.2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description B-3 (c) Section Analysis Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 4.605 in 0.000 in 0.000 in a = beta * Xneutral 3.684 in 0.000 in 0.000 in Compression in Concrete 281.826 k 0.000 k 0.000 k Sum [Steel comp. forces] 34.416 k 0.000 k 0.000 k Tension in Reinforcing -457.200 k 0.000 k 0.000 k Find Max As for Ductile Failure... X-Balanced 12.429 in 0.000 in 0.0000 in Xmax = Xbal * 0.75 9.321 in 0.000 in 0.000 in a-max = beta * Xbal 9.943 in 0.000 in 0.000 in Compression in Concrete 855.707 k 0.000 k 0.000 k Sum [Steel Comp Forces] 72.270 k 0.000 k 0.000 k Total Compressive Force 927.977 k 0.000 k 0.000 k AS Max = Tot Force / Fy 15.466 in2 0.000 in2 0.000 in2 Actual Tension As 7.620 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 7.270 in Mcr 84.30 k-ft ]gross 25,069.71 in4 Ms:Max DL + LL 68.78 k-ft Icracked 13,966.90 in4 R1 = (Ms:DL+LL)/Mcr 1.226 Elastic Modulus 4,030.5 ksi Ms:Max DL+LL+ST 68.79 k-ft Fr = 7.5 * f'CA.5 530.330 psi R2 = (Ms:DL+LL+ST)/Mcr 1.225 Z:Cracking 29.825 Win Leff Ms(DL+LL) 25,069.714 in4 I:eff... Ms(DL+LL+ST) 25,069.714 in4 Eff. Flange Width 27.00 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I 1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 W7L Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 11:42AM, 30 NOV 05 Description : Building A Scope : Structural Design Rev: 580009 Page 3 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983.2003 ENERCALC Engineering Software s garage.ecw:Calculations Description B-3 (c) v Mu:Max = 100.4W" Dmax = 0.0102in . Rmax = 26.752k Rmax = 5 Vu-Max = 25.935k vu Max = 17- Beam Sketch .41.60 - : - )li._ - F52.00 .62.40 1 Load (k) ~Locauon Along Member 400.90 1.80 2.70 3.60 4.50 5.40 6.30 7.2_ 90.36 ! 80.32 70.28 60.24 5020 4016 - 3012 20 08 ; 10,04 BeWih'g Moment (k-ft) w Location Along Member (ft) Stresses for ACI C-1 Combination 67.77 60.24 52.71 45.18 37.651 30.12 2259 15 06 7.53 kft Moment (k-ft) Location Along Member (ft) Stresses for ACI C-2 Combination 17- - X1.80 2.70 3.60 4.50 5-.40-K.30 7.20 8.10 3.60 4.50 5.40 6.30 7.20 - 8.10 9.00 1.80 - -A 9.00 2"F.' 1.80 2.70 - 3.60 4.50 - 5.40 6.30 - .'.20 8.10 9.00 _ 0.00 i -7 1 -21.43. Al 91 - - - - Q8 57 - ~8 57 10.45 : - -2511 -35 71 15 68 92&5 4285 - 1 . 4hear Load Inrat Mebar k) Plonn - ( Member Shear Sheer I oa d k Locz!i- 41 M .m e ( ) :20.90 e_20 ,2 - 0 0.90' 1.80 2.70 3 or 4. 0 5 40 68 9 .80 2.70 3.6, i - 10 0 ._109.00 9 00 80 0 9 0 68. -26 131 : - 2 . 55.04 55.04 - -31.35,,, 48.16 _ - 48.16 ! _ - - rear Load (k Locatnn Along Member (ftl , 4129 34.40 - 41.28 1. 34 40 49.69 0 90 1.80 2.70 3.60. 4 50 5.40 30 7.20 8.10 9.00 27.52 _ 2752 4472.- 20 64 21064 I 39.75 _ 688 _ 886, 3478. ' ' ti1~.~11,,~nL1~tt+' l ^tc Airc 'J.einbat... (1 5 y ~ ~ 0 old .a,,L- ~u~n,~I~n~-~1~pp~. ` " ~ _ 29.81 J W J.90 1_t 0 74 5 40 0 7 2 .1 0 1 80 5 40 b 3~ 7.2 .9.00 1 i0 o o0~ 24.84 ' - - 19.88 0.00 0. .00 ~ 9.00:_- 14.9' .0.01 r._.._~___ -0.01, 001 .0.01 9.94 001 i_ -0,01 I I - s'r } -001 • -0.01 laiM Moment (k-ft) W.~ Location Along Member (f) Local "y" Deflection (in) Location Along Member (ft) I :o 01 Local "y" Deflection (in) Location Along Member (ft) Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads wl~ jp Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: 11/30/2005 m Working Sheet . Section: h d h = 24 in d = 20.247 in w = 18 in Ultimate Forces: Ig = 2.074E+04 tn4 M„ = 100 ft-k ~-w> Vuc1/4= 55k Materials: Mu@Vu = 1 ft-k fc = 5-ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compres sio n block and area of steel : C = 0.85baf, = A f = T Iteration: s y a AS M./0 AS = fy(d-a/2) 0.88 ` 1.12 0.88 1.12 a = Asfy 0.88 1.12 0.85bf~ use: 6 # 10 diam = 1.27 in p = 0.0209 AS = 7 .62 in? pm = 200/fy = 0.0033 ok a = 6.0 in pm,,, (0.75pe) = 0.0310 oft OM. = OAsfy (d - a/2) = 591.8 ft.-k Check fit of bars: 0.03 in. ok Stressed: 0.17 Shear Resistance: = 0.85 stirrup size: # 4 = 2 f bd = 52 k # of legs: 2 V = C+ 2500p Yu-d Ibd 68 k A,, 0.4 in2 M , uJ stirrup spaci ng: V,'. = 3.5 jbd = 90 k Sregd = 36.9 in. smax = 10.124 in. V '.qd = Vu / 0 - Ve = 13.2 k s = 12 in. For no A, : Vu /0 Ve /2 = 34 k OK = ON + Ve) = 78.2 k Stressed: 0.70 Monroe & Newell Engineers, Inc. Engineer: NEL Working sheet _f~ W V y ~/tr1C-tom!f1s~ JOB r Monroe & Newell Engineers, Inc. SHEET NO. CALCULATED BY OF DATE CHECKED BY DATE SCALE IE-t q QL i vi (-l' 7 9 . C- 14 14 } ,ti, U 7 e- 'ild Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Desc ription: 11/30/2005 Working Sheet Section: d h = 24 in h d = 20.247 in W = 18 in Ultimate Fo rces: Ig = 2.074E+04 in4 M„ = 424 ft-k ~w~ _ Vu@1/4 - 83 Materials: Mu@Va = 1 ft-k fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel : = A f = C = 0.85baf T Iteration: s y a AS /0 M ° As = (d-a/2) f 4.06 5.17 y 4.06 5.17 Asfy 4.06 5.17 a= 0.85bf, use: 6 # 10 diam = 1.27 in p = 0.0209 As = 7.62 in.2 pmin = 200/fy = 0.0033 ok a = 6.0 in pmax (0.75pb) = 0.0310 ok (d - a/2) = OMn = OAsf 591.8 ft.-k Check fit of bars: 0.03 in. y ok Stressed: 0.72 Shear Resistance: = 0.85 stirrup size: # 4 V,mn = 2 jbd = 52 k # of legs: C V.d) bd K = 1.9 f' +2500p = 68 k A, = 0.4 int M ~ . stirrup spacing: V, nvc = 3.5 jbd = 90 k Sreqd = 10.5 in. sma,, = 10.124 in. Vs,regd = V. /0 - Vc = 46.1 k s = 9. in. ' For no Av : Vu/0 V,/2 = 34 k OVn = O(VS + Vc) = 89.7 k Stressed: 0.93 Monroe & Newell Engineers, Inc. Engineer: NEL Working sheet ~b Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: 11/30/2005 Working Sheet Section: h d h = 24 in d = 20.247 in . . I w = 18 in Ultimate Forces: WWW Ig = 2.074E+04 in4 M = 170 ft-k emu'-> Vu@v4 = 79 k Materials: Mu@Vu = 1 ft-k fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel : C = 0.85bafc = ASfy = T Iteration: a AS As = MUM 1.52 1.94 fy(d-a/2) 1.52 1.94 ASfy 1.52 1.94 a= 0.85bf, use: 6 # 10 diam = 1.27 in p = 0.0209 AS = 7.62 in.2 pmi„ = 200/fy = 0.0033 ok a = 6.0 in pmax (0.75pb) = 0.0310 ok 01\4„ = OA,f y (d - a/2) = 591.8 ft.-k Check fit of bars: 0.03 in. ok Stressed: 0.29 Shear Resistance: = 0.85 stirrup size: # 4 Kmn = 2 f' bd = 52 k # of legs: I K = 1.9 f, +2500p- bd = 68 k A,, = 0.4 in 2 Md stirrup spacing: V~ ~ = 3.5 f, bd = 90 k Sreqd = 11.7 in. Smax = 10.124 in. Vs,,d = K /0 - V. = 41.4 k s = 9 in. For no A v: Va o V,/2 = 34 k OVA _ O(VS + Ve ) = 89.7 k Stressed: 0.88 Monroe & Newell Engineers, Inc. Engineer: NEL Working sheet Monroe & Newell Engineers, Inc. JOB S~ ...3 SHEET NO. f CALCULATED BY 6011" CHECKED BY OF DATE PSfL~f ~~C? DATE 'V`IA I* Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 5:24PM, 30 NOV 05 Description : Building A Scope : Structural Design Rev: 580003 Page 1 User: KW-0606238,Ver 5.8.0, 1-Dec-2003 Rectangular Concrete Column (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description LST Column supporting B-4 General Information Code Ref: Act 318-02,1997 uBC, 2003 IBC, 2003 NF PA 5000 Width 12.000 in f'c 5,000.0 psi Total Height 15.500 ft Depth 12.000 in Fy 60,000.0 psi Unbraced Length 15.500 ft Rebar: Seismic Zone 1 Eff. Length Factor 1.000 3- # 8 d= 2.000 in LL & ST Loads Act Separately Column is BRACED 3- # 8 d= 10.000 in 2 - # 8 d= 6.000 in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is acco rding to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 93.000 k 19.000 k k 6.000 in Summary Column is OK 12.00 x 12.00in Column, Rebar: 348 @ 2.00in, 348 @ 10. 00in, 248 @ 6.00in ACI C-1 ACI C-2 ACI C-3 Applied : Pu : Max Factored 162.50 k 97.65 k 83.70 k Allowable : Pn' Phi @ Design Ecc. 200.47 k 200.47 k 200.47 k M-critical 81.25 k-ft 48.82 k-ft 41.85 k-ft Combined Eccentricity 6.000 in 6.000 in 6.000 in Magnification Factor 1.00 1.00 1.00 Design Eccentricity 6.000 in 6.000 in 6.000 in Magnified Design Moment 81.25 k-ft 48.82 k-ft 41.85 k-ft Po ` .80 771.47 k 771.47 k 771.47 k P : Balanced 210.20 k 210.20 k 210.20 k Ecc : Balanced 9.051 in 9.051 in 9.051 in Slenderness perAC1318-95 Section 10.12& 10.13 Actual k Lu / r 51.667 Elastic Modulus 4,030.5 ksi Beta 0.800 ACI Ea. C-1 ACI Ea. C-2 ACI Ea. C-3 Neutral Axis Distance 6.6700 in 6.6700 in 6.6700 in Phi 0.6500 0.6500 0.6500 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.8012 1.0000 1.0000 Cm 0.6000 0.6000 0.6000 El / 1000 1,994.36 1,796.15 1,796.15 Pc : piA2 E I / (k Lu)A2 568.95 512.41 512.41 alpha: MaxPu / (.75 Pc) 0.3808 0.2541 0.2178 Delta 1.0000 1.0000 1.0000 Ecc: Ecc Loads + Moments 6.000 6.000 6.000 in Design Ecc = Ecc' Delta 6.000 6.000 6.000 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0. 9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST ' : 1.100 WOW 4 ~ w {1 10 i 5 C~ Yi3 tF o ~ f l.. ~ I ~f Monroe &Newell Eagi.-, I- S=c=al Enginmrs Vail • D- • O WI- Vail's Front Door Building A Parking Garage No. 5500 L i,U * 40K'1'ia i 1., ■ ■ / $ ■ ■ 1 ■~40P ■ UL: N ~ 1~L1 i ~ ~ ~ ► ; ~ 1 : a~ ■ ■ ■ ■ ■ ■ ■ ■ ■ 00000, ■ ■ ■ ■ ` ■ 40 00001, Y~ - ■ ■ ■ ■ ■ ■ / - - ■L.4...... - ■ ea" ■ - - _ - 1 ; ■ ■ ti ~ ■ ■ I lu: ~ i ti z F ~ ■ w$ ■ ■ > 40.8 I V- N - ■w.... . N Monroe & Newell JOB VFf) - G-,~~ 6-5-00.0-1 'k * Engineers, Inc. SHEET NO. 3 OF CALCULATED BY (+ML DATE CHECKED BY DATE SCALE Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 2:57PM, 2 NOV 05 Description : Building A Scope : Structural Design Rev: 5" 000 Page 1 User: KW-0606238, Ver 5.8.0, 1-Dec-2003 Multi-Span Concrete Beam (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description 8" Slab Design @ North Entry to Garage General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 f'c 5,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.70 Concrete Member Information Description span #1 span #2 span #3 span #4 span #5 Span ft 12.00 6.50 6.50 6.50 6.50 Beam Width in 12.00 12.00 12.00 12.00 12.00 Beam Depth in 8.00 8.00 8.00 8.00 8.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Reinforcing Center Area 0.31 in2 0.31 in2 0.31 in2 0.31 in2 0.31 in2 Bar Depth 7.00in 7.00in 7.00in 7.00in 7.00in Left Area 0.31 in2 0.31 in2 0.31 in2 0.31 in2 0.31 in2 Bar Depth 1.00in 1.00in 1.00in 1.00in 1.00in Right Area 0.31 in2 0.31 in2 0.31 in2 0.31 in2 0.31 in2 Bar Depth 1.00in 1.00in 1.00in 1.00in 1.00in Loads Using Live Load This Span Yes Yes Yes Yes Yes Dead Load k/ft 0.335 0.335 0.335 0.335 0.335 Live Load k/ft 0.100 0.100 0.100 0.100 0.100 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 7.63 0.00 1.87 0.74 2.14 @ X = ft 4.88 0.00 2.77 3.21 3.90 Mn ' Phi k-ft 9.48 9.48 9.48 9.48 9.48 Max @ Left End k-ft 0.00 -8.54 -0.61 -2.54 -2.74 Mn ' Phi k-ft 9.48 9.48 9.48 9.48 9.48 Max @ Right End k-ft -8.54 -0.61 -2.54 -2.74 0.00 Mn ' Phi k-ft 9.48 9.48 9.48 9.48 9.48 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 3.12 3.30 1.78 2.05 2.50 Shear @ Right k 4.55 0.86 2.37 2.11 1.66 Reactions & Deflections DL @ Left k 1.64 4.11 1.38 2.32 2.41 LL @ Left k 0.49 1.23 0.41 0.69 0.72 Total @ Left k 2.13 5.34 1.79 3.01 3.14 DL @ Right k 4.11 1.38 2.32 2.41 0.87 LL @ Right k 1.23 0.41 0.69 0.72 0.26 Total @ Right k 5.34 1.79 3.01 3.14 1.13 Max. Deflection in -0.059 0.006 -0.004 -0.001 -0.004 @ X = ft 5.44 2.17 2.95 3.16 3.60 Inertia : Effective in4 478.03 478.03 512.00 512.00 512.00 Shear Stirrups Stirrup Rebar Area in2 0.000 0.000 0.000 0.000 0.000 Spacing @ Left in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .2`L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .4'L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .6`L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .8'L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 2:57PM, 2 NOV 05 Description : Building A Scope : Structural Design Rev: 580000 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Multi-Span Concrete Beam Page 2 (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw:Calculations Description 8" Slab Design @ North Entry to Garage Query Values Location ft 0.00 0.00 0.00 0.00 0.00 Moment k-ft 0.0 -8.5 -0.6 -2.5 -2.7 Shear k 3.1 3.3 1.8 2.0 2.5 Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 w A Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: Beam NE-1 11/2/2005 Section: h d h = 28 in d = 25 in w = 24 in Ultimate Forces: Ig = 4.390E+04 in4 M„ = 550 ft-k < w > V„@drz = 82 k Materials: M„@Vu = 1 ft-k f c = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel : C = 0.85baf' = Asfy =T Iteration: a As As = Ma/O 1 4.99 fy(d-a/2) 2.93 5.19 a = Asfy 3.06 5.21 0.85bfc use: 5 # 10 diam = 1.27 in p = 0.0106 As = 6.35 in.2 Amin _ 200/fy = 0.0033 ok a = 3.7 in Pmax (0.75pb) = 0.0310 ok ON4n = OAsfy(d-a/2)= 661.0 ft.-k Check fit of bars: 8.57 in. ok Stressed: 0.83 Shear Resistance: 0.85 stirrup size: # 4 V,:An = 2 f~bd = 85 k # of legs: 2 in2 Ve.= C1.9 f; +2500p Md )bd = 96 k A,, = 0.4 stirrup spacing: V cnex = 3.5 f, bd = 148 k Sreqd = 51.6 in. Smax = 12.5 in. Vs.mga = V. / 0 - VC = 11.6 k s = 12 in. FornoAv:VJ0<_Ve/2= 48k OVa, O(VS+Ve)= 114.6k Stressed: 0.72 Monroe & Newell Engineers, Inc. Engineer: GML Beam NE-1 No W x 0 k 33~ .4~ ae«z L « Z C z Eer Sher Feces (2) Monroe & Newell Engineer... Beam NE-1 Monroe & Newell Engineer...~g Nov 2, 2005 at 4:48 PM 5500.02 ° ~ Beam NE-1.r2d Nn Of 1zLz , LC Monroe & Newell Engineer... Monroe & Newell Engineer... 5500.02 Beam NE-1 Odom folf ~r Vs .010 Nov 2, 2005 at 4:56 PM Beam NE-1.r2d Monroe & Newell JOB Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE Q.a/!/~. ~~lZ l L ~ 4- ~ VL t y~ IGL~^ . z..... Z 5 W\ (oQ I 294 ~ 0- O 1 a 0 vtf v... 4 L. kiV_ -l,, 0,51- LC Z LC2 L LC2 LC2 Monroe & Newell Engineer. . Monroe & Newell Engineer... 5500.02 Beam NE-2 A W A Nov 2, 2005 at 6:10 PM Beam NE-2.r2d it N►D x ,s23k ~ . T Iljl: ;li'I jI lI Izlis' 1Iida 1,71 a C2, LC2 LG 2. W2 deM:m~ M.emn:a (k~M1) Monroe & Newell Engineer.. Beam NE-2 Monroe & Newell Engineer.. d t=E~°' Nov 2, 2005 at 6:06 PM 5500.02 Beam NE-2.r2d N it Mr Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: Beam NE- 2 11/2/2005 Section: h d h= 46 in d = 43 in I w = 8 in Ultimate Forces: Ig = 6.489E+04 in4 Mu = 282 ft-k w Vu@d/2 = 66 k Materials: Mu@Vu = 1 ft-k f c = 5 ksi fy = 60 ksi Bending Resistance: 0,9 Equations to find compressio n block and area of steel C = 0.85baf, = Asf = T Iteration: y a . A, M /0 u As fy(d-a/2) 22.25 1.50 2.64 1.50 a = Asfy 2.65 1.50 0.85bfc' use: 2# 9 diam = 1.128 in p = 0.0058 As = 2.00 in.2 pmi„ = 200/fy = 0.0033 ok a = 3.5 in pmax (0.75pb) = 0.0310 ok OM. = OASfy (d - a/2) = 371.1 ft.-k Check fit of bars: 0.616 in. ok Stressed: 0.76 Shear Resistance: = 0.85 stirrup size: # 4 V,.i. = 2 f7 bd = 49 k # of legs: 2 j Vd) . bd = .V,: = 11.9 f~ + 2500p 51 k A,, = 0,4 in2 I l ~ M stirrup spaci ng. i V,,,,,. = 3.5j bd = 85 k sregd = 35.6 in. - smax - 21.5 in. Vs,regd V. /0 - Vc = 29.0 k S = 12. in. FornoA • •V V 2= u/OS c/ 26 k OVa =O(Vs+Vc)= 114.5 k t j Stressed: 0.58 Monroe & Newell Engineers, Inc. Engineer: GML Beam NE-2 Concrete Beam Steel Design per ACI318-02 Description: Beam NE-3 Section: h d h = 28 in d = 25 in w = 24 in Ultimate Forces: Ig = 4.390E+04 in4 M„ = 450 ft-k w > Vu@di2 = 102 k Materials: Mu@V„ = 1 ft-k fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel C = 0.85baf,' = Asf = T Iteration: y a AS M°~~ As = fy(d-a/2) 2.5 4.21 2.48 4.21 Asfy 2.48 4 21 a= . 0.85bf, . use: 4 # 10 diam = 1.27 in p = 0.0085 AS = 5.08 in.2 pm;n = 200/fy = 0.0033 ok a = 3.0 in pmax (0.75pb) = 0.0310 ok OM = OAsfy (d; a/2)= 537.3 ft.-k Check fit of bars: 11.11. in. ok Stressed: 0.84 Shear Resistance: = 0.85 stirrup size: #.4 V,mn = 2 jbd = 85 k # of legs: K = 1 1.9 f~ +2500p V°d Ibd = 93 k A, = 0,4 in2 M" stirrup spaci ng: V,. = 3.5 jbd = 148 k Sreqd = 17.1 in. Smax = 12.5 in. d = Vu /0 - Ve = V , 35.1 k s = 12: in. , For no A, : K /O S Vj2 = 47 k OVn = ¢(VS + V j = 114.6 k Stressed: 0.89 Monroe & Newell Engineers, Inc. Engineer: GML W t3 0 VFD Building A Job No. 5500.02 11/3/2005 Beam NE-3 N14 -0 L. C 2. LCY LC t. LC 2 e'Mer Forces Monroe & Newell Engineer. Monroe & Newell Engineer. 5500.02 tA? db ko %C Beam NE-3 e1 ~n a Nov 3, 2005 at 8:11 AM Beam NE-3.r2d ups * L. C2. LC2 LC 1. LC2 . ,14t Monroe & Newell Engineer.. Beam NE-3 Monroe & Newell Engineer... 5500.02G~ -Wo Nov 3, 2005 at 8:11 AM Beam NE-3.r2d T'tl Vail' blip t e . s Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 8:51AM, 3 NOV 05 Description : Building A Scope : Structural Design Rev: 580008 User: 3-2003 ENE Ver5.8.0, t-Dec-2003 Concrete Rectangular & Tee Beam Design Page 1 060 (c)1983-2003 ENERCer Engineering Software Ad garage.ecw Calculations Description Beam through air shaft in north entry to garage 11-3-2005 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 13.50 ft f'c 5,000psi Depth 12.000 in Fy 60,000psi Width 10.000 in Concrete Wt. 145.0pcf Seismic Zone 1 End Fixity Pinned-Pinned Beam Weight Added Internally Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 3 8 11.00 in #1 in #1 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term : Start End #1 1.600 k 0.500 k k 0.000 ft 13.500 ft Summary Beam Design OK Span = 13.50ft, Width= 10.00in Depth = 12.00in Maximum Moment : Mu 7, k -ft Allowable Moment : Mn*phi 98.34 k ft Maximum Deflection -0.4011 in Maximum Shear : Vu 19.18 k ' Max Reaction @ Left 14.99 k Allowable Shear : Vn*phi 54.02 k Max Reaction @ Right 14.99 k Shear Stirrups... Stirrup Area @ Section 0.400 i n2 Region 0.000 2.250 4.500 6.750 9.000 11.250 13 500 ft Max. Spacing 5.500 5.500 5.500 5.500 5.500 . 5.500 5 500 in Max Vu 19.183 14.784 7.392 7.216 7.216 . 14.608 19.007 k Bending & Shear Force Summary Bending... Mn*Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 @ Center 98.34 k-ft 74.25 k-ft 55.69 k-ft 35.28 k-ft @ Left End 0.00 k-ft 0.00 k-ft 0.00 k-ft 0 00 k-ft @ Right End 0.00 k-ft 0.00 k-ft 0.00 k-ft . 0.00 k-ft Shear... Vn*Phi Vu, Eq. C- Vu, Eq. C : Vu, Eq. C-< @ Left End 54.02 k 19.18 k 14.39 k 9 12 k @ Right End 54.02 k 19.01 k 14.26 k . 9.03 k Deflection Deflections... UDward Downward DL + [Bm Wt] 0.0000 in at 13.5000 ft -0.3095 in at 6.7500ft DL + LL + [Bm Wt] 0.0000 in at 13.5000 ft -0.4011 in at 6.7500ft DL + LL + ST + [Bm Wt] 0.0000 in at 13.5000 ft -0.4011 in at 6.7500ft Reactions... @ Left @ Right DL + [Bm Wt]] 11.616 k 11.616 k DL + LL + [Bm Wt] 14.991 k 14.991 k DL + LL + ST + [Bm Wt] 14.991 k 14.991 k Nn 0 Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 8:51AM, 3 NOV 05 Description : Building A Scope : Structural Design Rev: 580008 User: KW-06038, Ve, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 2 (c)19833--2 2003 3 ENERCALC LC En Engineering Software vfd garage. ecw:Calculations Description Beam through air shaft in north entry to garage 11-3-2005 Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis a = beta' Xneutral 4.180 in 0.000 in 0.000 in Compression in Concrete 3.344 in 142 120 k 0.000 in 0.000 in Sum [Steel comp. forces] . 0.000 k 0.000 k 0 000 k 0.000 k Tension in Reinforcing -142.200 k . 0.000 k 0.000 k 0.000 k Find Max As for Ductile Failure... X-Balanced Xmax = Xbal ' 0 75 6.510 in 0.000 in 0.0000 in . a-max = beta' Xbal 4.883 in 5.208 in 0.000 in 0 000 in 0.000 in Compression in Concrete 166.010 k . 0 000 k 0.000 in Sum [Steel Comp Forces] 0.000 k . 0 000 k 0.000 k Total Compressive Force 166.010 k . 0.000 k 0.000 k 0 000 k AS Max = Tot Force / Fy 2.767 in2 0.000 in2 . 0 000 in2 Actual Tension As 2.370 OK 0.000 OK . 0.000 OK Additional Deflection Calcs Neutral Axis [gross 4.655 in Mcr 10.61 k-ft [cracked 1,440.00 in4 Ms:Max DL + LL 50.59 k-ft Elastic Modulus 1,022.75 in4 4,030.5 ksi R1 = (Ms:DL+LL)/Mcr Ms:Max DL+LL+ST 0.210 Fr = 7.5 ' f'CA.5 530.330 psi R2 = (Ms:DL+LL+ST)/Mc 50.59 k-ft r 0 210 Z:Cracking 75.986 Win Leff Ms(DL+LL) . 1,026.590 in4 Eff. Flange Width 10.00 in Leff Ms(DL+LL+ST) 1,026.590 in4 ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-1 & C-2 LL ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 1.700 ACI C-1 & C-2 ST 1 700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 . ACI C-3 Short Term F actor 1 300 ....seismic = ST ' : 1.100 . 0160 Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 8:51 AM, 3 NOV 05 Description : Building A Scope : Structural Design Rev: 580008 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983-2003 ENERCALC Engineering Software Page 3 Page garage.ecwalculatio Description Beam through air shaft in north entry to garage 11-3-2005 Sketch & Diagram :1.35 2.70 d.05 5.40 6.75 8.10 9.45 ;10.80 12.15 1350 1.35 2.70 4.05 5.40 ;6.75 8.10 9.45 10 80 12 15 13 5( . . . ffT7 rr 2.~%Ifti.irr{rl,rr it rl{tn~1l, ~ r n i l iif r r rr, .r . 2.1k/ft Et, LL Z40 s ! ' i ~I7 . t a se-8.73 .6 55 Mu:Max = 74.25k-ft -1309 I Dmax = 0.4011 in +17.46 .13.09 Rmax = 14.991k Rmax - 1 - Vu-Max = 19.183k Vu Max = Load (k) _ Location Along Member f{ p Shear Load (k) .5 1.35 2 70 4 05 - ,,-1 ocatlot ' Member (tt) . . g,q5 10 80 12.15 13 50 55.69 1.35 2.70 4.05 66.82: -1 c - c 3 45 10.80 1215 13.50 50.12 j - r--, 44.55 51.97 38 98 j . . 44.55 _ 33.41 f 37.12 0.84 29.70 2227 _ 22.27 -J B.Q; -Momem (K-tt) Location Along Member (n) Be dr Moment (k-ft) L Beam Sketch Stresses for ACI C-1 Co bi ti ocation Along Member (ft) m na on Stresses for ACI C-2 Combination >•J i ?o z.iu 4.u5 9.45 10.80 12.1 28.23 24.70 2117: - - - 14.11 70.1 - - - _ - Momem (K-ft) Location Along Memoer (n) Stresses for ACI C-3 Combination 3.50 4°p0 35 2 11 41 - A.05 5..-40_ 6 76 8.10 P7 5 -,10.80 12.15_13 5(I t 3p i1.95 2 70 A,05 §.40 6.75 8.7 6 9.45 10 80 ' 2 15 13 50 y. . _ . . _ . 8'W7 - : C'l - - r er 0 00 e - W n . ! s. - 000 ^~m jT-'I 92 Shear Load !k) 50.59 1 35 2.70 I 11'90 4 of 5 46. .mb10 (0f Shear Load !k3 10.80 12.15 13.50Z 59 1 35 2 70 - ' - Aember lftl - 4 ' 45.53 . 45 53 ;5 10.80 12.15 13.50 40.47 35 42 . 40.47 , 30.36 25.30 5 35 42_~ 30.36 25 - - - - - . 0 20.24 15.15 .30 20_24 15.1_E B 03u:"ci35 -'•-~_.-475 81_"'~0,_~i 350000-__ 708012 15 1 . 3.50 -0.12 12 F0 12 - - -0.20 . ..0.16 «0.20 - - T28- F0.2a 028 0.32 :0.36 032 : 036 ! : l Local 'y" Deflection (in) Location Along Member (ft) Local "y" Deflection (in) Location Along Member (ft) Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads NO 4# Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 4:59PM, 3 NOV 05 Description : Building A Scope : Structural Design User: ()E•'NEj 5.8.0, 1 (c)19 003 Rectangular Concrete Column Page 1 (c)19833--200 2003 ENERCALC Enginngineering Software vfd garage ecw Calculations Description Columns Below North Entry Area 11-3-2005 General Information Code Ref: ACI 318-02,1997 LIBC, 2003 IBC, 2003 NFPA 5000 Width 18.000 in f'c 5,000.0 psi Total Height 12.500 ft Debah: 18.000 in Fy 60,000.0 psi Unbraced Length 12.500 ft Seismic Zone 1 Eff. Length Factor 1.000 3- # 9 d= 2.440 in LL & ST Loads Act Separately Column is UNBRACED 2- # 9 d= 9.000 in Delta:S 1.00 3 - # 9 d= 15.560 in e: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loa ds 117.000k 46.000 k k 12.000 in INIMMMMINKEEMM Column is OK 18. lumn, Rebar: 349 @ 2.44in, 249 @ 9. 00in, 349 @ 1 5.56in 7Pu: Apctored ACI C-1 ACI C-2 ACI C-3 AlloDesign Ecc. 242.00 k 262 77 k 122.85 k 105.30 k . 275.01 k 277.86 k M-critical 242.00 k-ft 122.85 k-ft 105 30 k-ft Combined Eccentricity 12.000 in 12.000 in . 12 000 in Magnification Factor 1.09 1 05 . Design Eccentricity 13.112 in . 12.650 in 1.05 12 553 in Magnified Design Moment 264.43 k-ft 129.50 k-ft . 110.15 k-ft Po *.80 1,458.40 k 1,458.40 k 1 458 40 k P : Balanced 514.39 k 514.39 k , . 514 39 k Ecc : Balanced 9.920 in 9.920 in . 9.920 in Slenderness perAC1318-95 Section 10.12& 10.13 Actual k Lu / r 27.778 Elastic Modulus 4,030.5 ksi Beta 0 800 Neutral Axis Distance ACI Ea. C-1 ACI Ea. C-2 . ACI Ea. C-3 Phi 7.1850 in 7.3550 in 7.3950 in Max Limit kl/r 0.7000 22 0000 0.7000 0.7000 Beta = M:sustained/M:max . 0.6769 22.0000 1 0000 22.0000 Cm El / 1000 1.0000 . 1.0000 1.0000 1.0000 Pc : piA2 E I / (k Lu)A2 8,670.75 3 803 42 7,269.81 7,269.81 alpha: MaxPu / (.75 Pc) , . 0.0848 3,188.90 0 0514 3,188.90 Delta Ecc: Ecc Loads + Moments 1.0927 . 1.0541 0.0440 1.0461 Design Ecc = Ecc * Delta 12.000 13 112 12.000 12.000 in . 12.650 12.553 in ACI Factors (per ACI 318 02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-1 & C-2 LL ACI C-2 Group Factor 0.750 Add"I 1.4" Factor for Seismic 1 400 1.700 ACI C-1 & C-2 ST 1 700 ACI C-3 Dead Load Factor 0.900 . Add"I "0.9" Factor for Seismic 0.900 . ACI C-3 Short Term Factor 1 300 ....seismic = ST * : 1.100 . Nto 0 Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 4:59PM, 3 NOV 05 Description : Building A Scope : Structural Design User: KW-0606238, Ver5.8.0, 1-Dec-2003 Rectangular Concrete Column Page 2 (c)1983-2003 ENERCALC Engineering Software vtd garage ecw Calculations 7 111 Description Columns Below North Entry Area 11-3-2005 Sketch & Dia~g~r~am Axial : Pn'phi (k) iIT DL=117.0, LL=46.0s, ST=O.Ok 18in • • • 18in 12.5ft L- Moment : Mn'pni (k-ft) PIZ AN Spread Footing as per ACI 318-02 Soil Properties Allowable Soil bearing Pressure, q (psf) = 3;0007 Concrete Properties f', (psi) = 3,000 f y (psi) = :r 60,000 0.75 ~hm 0.9 r T a b c tical i r___ i I Perimeter W II L . J a a Ee- L One-Way Punching ease Plate Shear Footing & Column Properties Width, W (ft) = 6 Length, L (ft) = 6 Thickness, t (ft) = 24 Depth of Steel, d (in) = 21 Dare riate or Column width, w (in) = 16 length, I (in) = 1Fi Footing Area (of) = 36 Check Punching Shear Loading on Footing Dead Load, DL (ki 5) = 117 DL Factor = 1,2 Live Load, LL (kips) 46 LL Factor = 1.6 Upward pressure caused by factored loads, clu, ksf = 5.94 Critical Perimeter, bo, (in) = 156 Shear Force on critical perimeter, V„ (kips) = 151.2 Nominal Shear, V,, (kips) = 718 = q. (Atwn,y - A,,) = 4'5grt(f,)`b,'d Punching Shear Check =OK. 0 V, = 538 One-Way or Beam Shear ' Outside edge dirt. d, (in) = 6 Actual Beam Shear, Viz (kips) = 17.8 Nominal Shear, V, (kips) = 166 = q„'d~'footing..ah1 - 2'9o[rt(f,)'b`d One-Way Shear Check = O.K. 0 Viz = 124 Bending Moment Bending Moment, M. (kip-in) = 1,083.4 = q„'Areae,,, ,,,y `(1/2 dirt. Edge)) Required Steel Steel Required, A. (in^2) = 1.02 = (M.)/(0'fy'(d-(a12))) A.. (in^2) = 4.14 = (3"sgr;(f`)'b 601fY A,,,„;,,2 (in^2) = 5.04 = (200'bw'd)/fy Monroe & Newell Engineers, Inc. Engineer: GML Assume Number of Bars and Bar Size VFD Building A Job No. 5500.02 11/3/2005 ` The distance between the edge of the base plate and the critical perimeter is d/2 Number of Bars P~ Preliminary, A_, (in^2) = 8 Bar Size # (3-14) #9 Bar Area I 1 Preliminary, a (in) = 2.61 all, USP. G b.a r~ ea:,hdi~easiohb'-D` long Footing 11-3-2005 Monroe &Newell E.gi-m, I.C. $cruaural Engineers "ail. Dc:rec • Mon Vail's Front Door Building A Parking Garage No. 5500 V/c6-r ro I 1APOEL a ' %09'Z 1 I ' I 1 1 1 ' 1 , , I 1 , 1 1 I 1 ' , I 1 1 1 1 1 1 1 I I I 1 1 1 1 I 1 I 1 1 1 1 I I I I 1 1 i i I i I I I I I I I I I I I I l~~ u'l~ J I I I I I I I I I i I I i ' I 0) • j ' ~'i fir; o J\ N ICIS ~ \ \ = - - - "Z o o Ul) Lr) 7:Z mo V I r\ - - - - - - Q ~ ~ U A Monroe & Newell Engineers, Inc. JOB SHEET NO. CALCULATED BY I~) t F+ OF DATE DATE CHECKED BY Monroe & Newell Engineers, Inc. JOB SHEET NO. CALCULATED BY__ 9 C - OF -7 DATE O Z- b CHECKED BY. DATE -rWs Monroe & Newell Engineers, Inc. Title : Vail's Front Door Job # 5500.02 Dsgnr: NEL Date: 2:20PM, 27 OCT 05 Description : Parking Garage and Loading Dock Building A Scope . Rev: 580000 User: KW-0600365, Ver5.8.0, 1-Dec-2003 Muhl-Span Concrete Beam Page 1 (c)1983.2003 ENERCALC Engineering Software A.ECW:Tunnel Description Tunnel East End - One way Slab General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 f'c 5,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.70 Concrete Member Information Description Span ft 10.00 10.00 10.00 10.00 10.00 Beam Width in 12.00 12.00 12.00 12.00 12.00 Beam Depth in 10.00 10.00 10.00 10.00 10.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Reinforcing Center Area 0.21 in2 0.21 in2 0.21 in2 0.21 in2 0.21 in2 Bar Dept h 8.50in 8.50in 8.50in 8.50in 8.50in Left Area 0.21 in2 0.21 in2 0.21 in2 0.21 in2 0.21 in2 Bar Depth 1.50in 1.50in 1.50in 1.50in 1.50in Right Area 0.21 in2 0.21 in2 0.21 in2 0.21 in2 0.21 in2 Bar Depth 1.50in 1.50in 1.50in 1.50in 1.50in Loads Using Live Load This Span Yes Yes No Yes No Dead Load k/ft 0.150 0.150 0.150 0.150 0.150 Live Load k/ft 0.250 0.250 0.250 0.250 0.250 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 4.71 3.18 0.00 3.98 0.89 @ X = ft 3.87 5.73 0.00 4.87 7.07 Mn * Phi k-ft 7.85 7.85 7.85 7.85 7.85 Max @ Left End k-ft 0.00 -7.29 -2.57 -3.54 -4.40 Mn * Phi k ft I 7.85 7.85 7.85 7.85 7.85 Max @ Right End k ft -7.29 -2.57 -3.54 -4.40 0.00 Mn * Phi k-ft 7.85 7.85 7.85 7.85 7.85 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 2.45 3.65 0.95 3.09 1.49 Shear @ Right k 3.90 2.70 1.15 3.26 0.61 Reactions & Deflections DL @ Left k 0.59 1.70 1.46 1.46 1.70 LL @ Left k 0.95 3.04 0.95 1.29 1.40 Total @ Left k 1.54 4.74 2.41 2.75 3.09 DL @ Right k 1.70 1.46 1.46 1.70 0.59 LL @ Right k 3.04 0.95 1.29 1.40 -0.13 Total @ Right k 4.74 2.41 2.75 3.09 0.46 Max. Deflection in -0.010 -0.006 0.002 -0.009 -0.001 @ X = ft 4.33 5.60 6.20 4.93 6.93 Inertia: Effective in4 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 Shear Stirrups Stirrup Rebar Area in2 0.000 0.400 0.400 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .2*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .4*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ .8*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Monroe & Newell Engineers, Inc. Title : Vail's Front Door Dsgnr: NEL Date: 2:20PM, Description : Parking Garage and Loading Dock Building A ni Scope . Job # 5500.02 t 27 OCT 05 User: KW-0600365, Ver5.8.0, 1-Dec-2003 Multi-Spnan Concrete Beam Page 2 (c)1983-2003 ENERCALC Engineering Software r Description Tunnel East End One way Slab NEW- AECWTunnel Location ft 0.00 0.00 0.00 0.00 0 00 Moment k-ft 0.0 -7.3 -2.6 -3.5 . -4 4 Shear k 2.4 3.6 1.0 3.1 . 1 5 Deflection in 0.0000 0.0000 0.0000 0.0000 . 0.0000 Monroe & Newell Engineers, Inc. Title : Vail's Front Door TO Job # 5500.02 Dsgnr: NEL Date: 2:21 PM, 27 OCT 05 Description : Parking Garage and Loading Dock Building A Scope . T r Rev: 580000 User: 58 KW- 00600365, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 1 (c)1983-2003 ENERCALC Engineering Software A.ECW:Tunnel Description Tunnel East End T-Beams at 10' oc General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 opan Depth 28.00 ft 24.000 in f 'c 5,000 psi Width 20.000 in Fy 60,000psi Flange @ Both Sides Concrete Wt. 145.0pcf Flange Thickness 10.000 in Seismic Zone 0 Web Spacing 10.000 ft End Fixity Pinned-Pinned Tee beam weight calc'd using Web Spacing Width Live Load acts wi th Short Term Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 7 9 22.50in #1 in #1 #2 2 5 3.00 in #2 in in #2 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term #1 0.100 k 2.500 k k Start End 0.000 ft 28.000 ft Beam Design OK Span = 28.00ft, Width= 20.00in Depth = 24.00in 'T' Beam with Flange= 10.00in thick @ Both Sides Web s 10 Maximum Moment : Mu 634.69 k-ft , pac= .00ft Allowable Moment : Mn*phi 693.60 k -ft Maximum Deflection 0.7226 in Maximum Shear : Vu 79.06 k Max Reaction @ Left 57 26 k Allowable Shear : Vn*phi 94.89 k Max Reaction @ Right . 57.26 k Shear Stirrups... Stirrup Area @ Section 0.400 in2 Region 0.000 Max. Spacing 11.250 4.667 11 250 9.333 14.000 18.667 11 250 23.333 28.000 ft Max Vu 79.064 . 60.930 . 11.250 11.250 30.465 29.740 29.740 11.250 11.250 in 60.204 78.338 k B di & en ng Shear Force Summary Bending... Mn*Phi @ Center 693 60 k-ft Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 . @ Left End 0.00 k-ft 634.69 k-ft 476.01 k-ft 0 00 k-ft 140.26 k-ft @ Right End 0.00 k-ft . 0.00 k-ft 0.00 k-ft 0 00 k-ft 0.00 k-ft Shear... Vn*Phi @ Left End . Vu, Eq. C-i Vu, Eq. C-. 0.00 k-ft Vu, Eq. C4 94.89 k @ Right End 94.89 k 79.06 k 59.30 k 78 34 k 17.47 k . 58.75 k 17.31 k Deflection DL + [Bm Wt] DL + LL + [Bm Wt] 0.0000 in at 0 000 yl IyYQI V 28.0000 ft -0.1934 in at 14.0000ft DL + LL + ST + [Bm Wt] . 0 in at 0.0000 in at 28.0000 ft -0.7226 in at 14.0000ft 28 0000 ft Reactions... @ Left . -0.7226 in at 14.0000ft @ Right DL + [Bm Wtj] 22.264 k 22 264 k DL + LL + [Bm Wt] 57.264 k . 57.264 k DL + LL + ST + [Bm Wt] 57.264 k 57.264 k TWO Monroe & Newell Engineers, Inc. Title : Vail's Front Door Job # 5500.02 Dsgnr: NEL Date: 2:21 PM, 27 OCT 05 g` Description : Parking Garage and Loading Dock ` Building A i Scope Rev: 580000 User: KW-0600365, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 2 (c)1983-2003 ENERCALC Engineering Software A.ECW:Tunnel Description Tunnel East End T-Beams at 10' oc Section Analysis Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis a = beta * Xneutral 1.600 in 0.000 in 0.000 in Compression in Concrete 1.280 in 108.800 k 0.000 in 0 000 k 0.000 in Sum [Steel comp. forces] 0.000 k . 0.000 k 0.000 k 0 000 k Tension in Reinforcing -457.200 k 0.000 k . 0.000 k Find Max As for Ductile Failure... X-Balanced Xmax = Xbal ' 0 75 13.316 in 0.000 in 0.0000 in . a-max = beta * Xbal 9.987 in 10.653 in 0.000 in 0 000 in 0.000 in Compression in Concrete 2,852.357 k . 0.000 k 0.000 in 0 000 k Sum [Steel Comp Forces] 34.565 k 0.000 k . 0 000 k Total Compressive Force 2,886.922 k 0.000 k . 0 000 k AS Max = Tot Force / Fy 48.115 in2 0.000 in2 . 0 000 in2 Actual Tension As 7.620 OK 0.000 OK . 0.000 OK Acianionai uenection Calcs Neutral Axis 4.615 in Mcr (gross (cracked 41,813.33 in4 Ms:Max DL + LL Elastic Modulus 18,874.48 in4 4,030.5 ksi R1 = (Ms:DL+LL)/Mcr Ms:Max DL+LL+ST Fr = 7.5 * f'c^.5 530.330 psi R2 = (MS:DL+LL+ST)/Mcr Z:Cracking Z:cracking > 175: No Good! 0.000 Win Leff Ms(DL+LL) Eff Flan e Width Leff Ms(DL+LL+ST) 115.49 k-ft 400.85 k-ft 0.288 400.85 k-ft 0.288 19,423.154 in4 19,423.154 in4 9 84.00 In ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1 400 ACI C-1 & C-2 LL 1.700 . . ACI C-3 Dead Load Factor 0.900 Add" l "0.9" Factor for Seismic 0 900 ACI C-1 & C-2 ST 1.700 . ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Monroe & Newell Engineers, Inc. Title : Vail's Front Door 1T~ Dsgnr: NEL Job # 5500.02 Date: 2:21 PM, 27 OCT 05 Description : Parking Garage and Loading Dock Building A T, Scope User: KW-0600365 ENE, Ver5.6.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)19833-2003 3 ENERCALC Engineering Software Description Tunnel East End T-Beams at 10' oc Sketch & Diagram ?L u7 2.80 5.60 8.40 2E4 2.6k1flr;1„;,;, 26k1ft - - ie 13 35.98 7=7:: - .a. = - ~.,f, Dmax = 0.7226in Rmax = 57.264k ZMax = 79.064k Rmax = Vu Max = Beam Sketch 9 G1 4 O7 7 95 S, =11 93 ill shear Loatl (k) I M:etior 1 Member ( I 140.26 2.80 5.60 8.40 18.60 22.40 25.20 28.00 26.24 : 712.21, 9818 - - - 84.16 56.10 14.0? _ Be~idNVg Moment (k-ft) Location Along Member (ft) Loc Stresses for Cl AC-3 Combination >e <.ou p.W 8.40 1 1L -30 19-60 22~0_ 2 1i Moment (k-ft) Location Along Member (n) Stresses for ACI C-1 Combination 280 5.60 40 o!4 oo '16.80 ~t~ 7 I Page 3 A.ECW:Tunnel 476.01 : 2.80 ; 5.60 , 8.40 1 ^%ation Along -Member 00 4-' 90 19.60 22.40 25.20 2600 8081 - _ - - -'y 5Y3 _21 286.61 5_8 _01 142 - 951 BBel4t . Moment (K-tt) Location Along Member (ft) Stresses for ACI C-2 Combination 3 tad (k) L ation Al, tuner (ft I ear 520 5.60 8 t r, ar - L22 40' 25.20 28 o04o0 s 320. r - - - - 280. 240. 200. 160. 120. - 80.1: Be uL iais a LL.4U LS 20 28.u,o 00 _f - ~`._•t. ; .22 014 29 , .0.22. _ 36 - .._0_2 69 51 -L 0 51 - 58 y' Deflection (in) Location Along MemberO ft Local' 0.65: y" Deflection (in) Location Along Member (tt) Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads R - - :26 98 I - - - - -40.47 4 D D n D Z a 2 i ; ma J ' a rozx e s z ~r~ z 2 a M o c~~: C QN ~ m cz- o G J w e Z. UA ~a € D d C ~ on~az iN jig I N = 3 s VA I L' S T D 0 0 R zr BUv~ A 9 is R ~B ~ ~KZ~a c \ N~ \ 7Z 1 / \ CL- ~ //t \ • i v 411 ' a d -v, -(W►I 41 f \ y i 4F - - - ::f'~~- - -C~ h Monroe & Newell Engineers, Inc. 1'112 JOB SHEET NO. OF Q CALCULATED BY-j DATE V -73 / CHECKED BY DATE SCALE Monroe & Newell Engineers, Inc. f:~~ 550010f Ty 13 JOB SHEET OF CALCULATED BY 'k ° DATE Z003 CHECKED BY DATE SCALE vQ,f JOB V Tw# Monroe & Newell OF Engineers, Inc. SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE :4P = 2 ' . "/~e 77 ~ . ~J aP D--? 00 _ L ` 2{ R-~ `tom { 'S AT tJ..._~4 ! T05, - Monroe & Newell JOB RHFFT WO OF LV 4 W L = ~U ~ h L T : . 'y al / _ L f tit t E-f lt i i ~ Two i~ 1 I~ F s{ 3v~,1~. \I~ qtyy f 10 6„ i S7' t sL rLO > / TOP OF 8" SLAB CONCRETE sx / j a ~J .ate, r M i t 1 .00 TO r_E16T FOM I-A i 111 f i 1 ---L. --85--- :9 A700 BF! / B5 i 1 O40 ! - - - -T- >r--- j' { w I 1 /JJJ I 'oool \ 4 J 1': ARCH A-A104.dw 10 92005 11:49:3 AM 4DJOBS\5500.02\PARKING\ \ 9~ r.v i ; , Twil '+lv L Title : Vail's Front Door Job # 5500.01 Monroe & Newell Engineers, Inc. Dsgnr: NEL Date: 2:17PM, 19 OCT 05 Description : Parking Garage and Loading Dock Scope : ' Rev: 580000 User: 580000 0365, Ver 5 8 0 1 -Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983.2003 ENERCALC Engineering Software Description West Entry Tunnel Lid Slab Page 1 A.EMLid-Tunnel Code Ref: ACI 318-02,1997 u6C, 2003 IBC, 2003 NFPA 5000 General Information 22.00 ft Span f'c 5,000 psi 000 psi 60 Depth 10.000 in Width 12.000 in , Fy Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned-Pinned Live Load acts with Short Term Beam Weight Added Internally Reinforcing Rebar @ Left End of Beam... Rebar @ Right End of Beam... Rebar @ Center of Beam... ' ' Count Size 'd' from Top Count Size 'd' from Top from Top d Count Size #1 in i #1 2 8 8.50in #1 n in in #2 #2 1 6 1.50 in #2 Load Factoring rts 2003 IBC and 2003 NFPA 5000 by virt ue of their references to ACI 318-02 for concrete design. Note: Load factoring suppo f entered loads to ultimate loads within this program is according to ACI 318-02 C.2 i ng o Factor Uniform Loads , Dead Load Live Load Short Term Start End tart ft 1 End ft 000 0 #1 0.335 k 0.100 k . k k 10.000 ft 22.000 ft #2 0.150 k 0.250 k Beam Design OK Summary Span = 22.00ft, Width= 12.00in Depth = 10.00in Maximum Moment : Mu 48.75 k-ft Maximum Deflection 1.4916 in Allowable Moment . Mn*phi 53.66 k ft 00 k 6 Maximum Shear : Vu 8.31 k . Max Reaction @ Left Max Reaction @ Right 5.81 k 57.14 k Allowable Shear : Vn*phi Shear Stirrups... Stirrup Area @ Section 0.440 in2 ion 0.000 3.667 R 7.333 11.000 14.667 18.333 22.000 ft 'd 4.250 in 'd Not Re ' ' eg Max. Spacing 4.250 Not Req'd q d Not Req Not Req Not Req'd 911 5.883 8.218 k 911 2 2 Max Vu 8.308 5.961 . . 2.974 Bending & Shear Force Summary Mn* Bending... Mu, E C-1 Mu, Eq. C-2 Mu, Eq. C-3 56 k-ft 19.19 k-ft 36 k-ft Center 53.66 @ . 48.75 k-ft 00 k-ft 0.00 k-ft 0.00 k-ft 0 @ Left End 0.00 k-ft 00 k-ft 0 . 0.00 k-ft 0.00 k-ft 0.00 k-ft . @ Right End * Eq. C-1 Vu, Eq. C-, Vu, Eq. C4 Vu Phi Shear... Vn @ Left End 57.14 k , 8.31 k 6.23 k 3.68 k 2.87 k 16 k 6 @ Right End 57.14 k . 8.22 k Deflection DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft 0.0000 in at 0.0000 ft @ Left 4.409 k 6.000 k 6.000 k @ Rioht 3.400 k 5.809 k 5.809 k -0.9207 in at 10.7360ft -1.4916 in at 11.0000ft -1.4916 in at 11.0000ft TWl s Monroe & Newell Engineers, Inc. Title : Vail's Front Door Job # 5500.01 Dsgnr: NEL Date: 2:17PM, 19 OCT 05 Description : Parking Garage and Loading Dock d Scope 1 Rev: 580000 Page 2 Concrete Rectangular & Tee Beam Design User: KW 0600365, Ver 5.8.0, 1-Dec-2003 A.ECW:Lid•Tunnel ( :)1983-2003 ENERCALC Engineering Software Description West Entry Tunnel Lid Slab Evaluate Moment Capacity... Center Left End 000 in 0 Right End 0.000 in X: Neutral Axis 2.100 in 680 in 1 . 0.000 in 0.000 in a =beta * Xneutral . 680 k 85 0.000 k 0.000 k Compression in Concrete . 067 k 9 0.000 k 0.000 k Sum [Steel comp. forces] . 800 k -94 0.000 k 0.000 k Tension in Reinforcing . Find Max As for Ductile Failure... 000 in 0 0.0000 in X-Balanced * 5.031 in 773 in 3 . 0.000 in 0.000 in 0.75 Xmax = Xbal * . 024 in 4 0.000 in 0.000 in a-max beta Xbal = . 937 k 153 0.000 k 0.000 k Compression in Concrete . 191 k 21 0.000 k 0.000 k Sum [Steel Comp Forces] . 128 k 175 0.000 k 0.000 k Total Compressive Force . 919 in2 2 0.000 in2 0.000 in2 AS Max = Tot Force / Fy . 580 OK 1 0.000 OK 0.000 OK Actual Tension As . Additional Deflection Calcs Neutral Axis 3.075 in 00 in4 000 1 Mcr Ms:Max DL + LL 8.84 k-ft 32.39 k-ft l gross (cracked . , 458.73 in4 R1 = (Ms:DL+LL)/Mcr 0.273 39 k-ft 32 Elastic Modulus 4,030.5 ksi i Ms:Max DL+LL+ST R2 = (Ms:DL+LL+ST)/Mcr . 0.273 Fr = 7.5 * f'CA.S 530.330 ps 000 k/in 0 Leff Ms(DL+LL) 469.737 in4 Z:Cracking . Leff Ms DL+LL+ST) 469.735 in4 ng > Z:crac Eff. Flange Width 12.00 in ACI Factors (per ACI 318- 02, applied internally to entered loads) 7 ACI C-1 & C-2 DL 1.400 00 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1 9" Factor for Seismic 0.900 Add"] "0 ACI C-1 & C-2 LL 1.700 . ACI C-3 Dead Load Factor 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 175 : No Good! ki TW " Monroe & Newell Engineers, Inc. Title : Vail's Front Door Job # 5500.01 Dsgnr: NEL Date: 2:17PM, 19 OCT 05 t Description : Parking Garage and Loading Dock Scope Rev: 580000 Rectangular & Tee Beam Design Page 3 -Dec-2003 A.ECW:Lid-Tun User: 580000 0365, Ver5.8.0, 7 Concrete (c)1983-2003 ENERCALC Engineering Software Description West Entry Tunnel Lid Slab Sketch & Diagram s ~a T F. O iit36klR i r r r i. r. i r i i 0.435k/ft O.AMfIliriririirir.nrniii 0.4Wft _ _ ~ - 000 ~n, r t -5.27 Mu:Max = 48.75k-ft -7.03 Dmax = 1.4916in Mu:Max 05 t ation Along Member ft) iO~ OKk1 5 8=. 80918.75 2.20 4.40 660 t 0''15.40 17 60 19.80 2. Rmax = 5 Rmax = 6.000k Vu-Max = 8.308k . Vu Max = 8.21f8 39.00 34.13 j ~ 29.25 24.38 19.50 74.6 J J 9.75.___ 4 .6 8 _ r ~ Be wmig Moment (k-tt) LOCation Along Member (tt) Stresses for ACI C-1 Combination Beam Sketch - 2 70 4.40 6 60 ,8,80 11 00_ j13 20 15 40 ~~17 60 7 9 80 'S 00 * 80 22 79 40 17 60 20 15 3 . . . 2.20 4.40 6.60 8.80 17.00 1 . . . ; Ell a 31 .c+7 - ,u - - 0_0- ` =2.31 -3.46 0.00 14.61 Member (ft) Shear Load (k) 32.39 2.20 4.40 5.40 1760 79.80 29.15 25.91 2.28 L - 22.67---- Shear Load kl Location 7620 - - - :79.19 2.20 4.40 6.60 E 9c 11.T 11.20 .15.40 17.60 ).80 22.00 12_96 9_7 _ 15.35 13.43 01 51 - 20 - B.59 X0.45 7.68 L0 60 •0.75 6.76 0.89 - - 3381_-. - - - - - •1,04 ~ 1,92 Be6fig Moment (K-tt) Location Along Member (tt) Local "y' Deflection (in) Location Along Member (ft) Stresses for ACI C-3'Combination Stresses for Service Dead + Live Loads 1 -3 v~ 264 - t3.96 it Load (k) L 00 Alonb Member (tt) 5.56 2.20 4.40 6 60 j '"'-0 15 40 17.60 19.80 22.00 ?.91 3.25 5.59 1.94 3.28 _ 163 Moment (K-n) Location Along Member (11) Stresses for ACI C-2 Combination 9 220' L06 ^ y~'iC 1 jr, 1320 1 nr.bU na.au 3~, 0 _ i._ 0 45 •0.60 -0.75 •0.89 134 Local "y' Deflection (in) Location Along Member (ft) Stresses for Dead+Live+Short Term Loads -77*-b SAW W- I I I ~ I I i I a~ I ~ I h'g ~ < 'S~ 1--- - I--=~- I C` I ~ ~ a 40 k~ - - - a~'o: I ar" ~ L I , 1 I Tol I i { o 0, - ' i 3 t 4° ~ I E _ I WW , I l lll ~ hT t 1 TI lp w o= 'erg I TN= m ~-I D I / O .I i ~ I I i I ; I I .Z/1 I-,@ I 5,. . f O O O J, O d ..,r v1 6 p fje~.. X4 t) v I J H,d" 9 i A$e L. qq ~wA has r~.o •ae.ti C2.LG2 LC 2. LC2 Ivlonroe & Newell Engineer... Slab Design @ Tunnel West Monroe & Newell Engineer. . 5500.02 T"I Nov 21, 2005 at 3:23 PM tunnel west slab.r2d n4 Concrete Beam Steel Design per ACI318-02 VFD Building A Job No. 5500.02 Description: 11/21/2005 m . m Slab Design at Tunnel West Section: h d h = 8 in d = 6.5 in w = 12 in Ultimate Forces: Ig = 5.120E+02 in4 M„ = 6 ft-k w > V„@di2 = 3 k Materials: M„@vu = 5 ft-k fc = 5` ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel C = 0.85baf,' = Asfy = T Iteration: Ma~~ taA, AS = 1 fy(d-a/2) 1 a ~'Sf y 1 0.85bf~ use: 1 # 5 diam = 0.625 in p = 0.0040 As = 0.31 in.2 pmts = 200/fy = 0.0033 ok a = 0.4 in Pmax (0.75pb) = 0.0310 ok OM. = OAsfy (d - a/2) = 8.8 ft. -k Check fit of bars: 7.375 in. ok Stressed: 0.68 Shear Resistance: = 0.85 stirrup size: # 4 vc,m. = 2 f7 bd = 11 k # of legs: 0 Ve = C1.9 f7 + 2500p Md )bd = 11 k A„ 0 in2 M. / stirrup spacing: V,:,. = 3.5 f,, bd = 19 k Sreqd = 0.0 in. Smax = 3.25 in. Vs,re,d = V. ~0 - Vc = -7.5 k S = 12 in. For no A,: V,, /0SV,/2= 6k OVa=O(VS+VJ= 9.4k no Av required Stressed: 0.32 Monroe & Newell Engineers, Inc. Engineer: NEL slab design 11-21-2005 l'_26- Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 5:17PM, 21 NOV 05 Description : Building A Scope : Structural Design User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 1 (c)1983.2003 ENERCALC Engineering Software vfd garage ecwCalculations Description B19 - Tunnel West Beam LGeneral Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 37.00 ft f 'c 5,000 psi Depth Width 24.000 in 30.000 in Fy 60,000 psi Flange @ Both Sides Concrete Wt. 145.0 pcf Flange Thickness 8.000 in Seismic Zone 1 Web Spacing 10.000 ft End Fixity Pinned-Pinned Tee beam weight calc'd using Depth * Width Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top #1 9 10 21.37in Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top #1 in #1 in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 0.100 k 2.500 k k 0.000 ft 37.000 ft Beam Design OK 0ft, Width= 30.00in Depth = 24.00in 'T' Beam with Flange= 8.00in thick @ Both Sides , Web spac= 10.00ft ment : Mu 7 924.93 k -ft Moment : Mn*phi 1,058.54 k -ft Maximum Deflection 1.2652 in Maximum ar : Vu 90.39 k Max Reaction @ Left 61.51 k owae hear : Vn*phi 121.93 k Max Reaction @ Right 61.51 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 Max. Spacing 10.683 6.167 10.683 12.333 18.500 24.667 Not Req'd Not Req'd Not Req'd 30.833 37.000 ft 10 683 10 683 in Max Vu 90-393 67.195 33.597 32.798 32.798 . . 66.395 89.593 k Bending & Shear Force Summary Bending... Mn*Phi @ Center 1 058 54 k-ft Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 , . @ Left End 0.00 k-ft 924.93 k-ft 693.70 k-ft 0 00 k-ft 0 00 k-ft 127.06 k-ft @ Right End 0.00 k-ft . . 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear... Vn*Phi Vu, Eq. C-i Vu, Eq. C-: Vu Eq. C4 @ Left End 121.93 k 90.39 k 67.79 k , 12 42 k @ Right End 121.93 k 89.59 k 67.19 k . 12.31 k Deflection DL + [Bm Wt] vuwdiu 0.0000 in at 0.0000 ft Downward -0.1442 in at 18 5000ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft . -1.2652 in at 18 5000ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft . -1.2652 in at 18.5000ft Reactions... @ Left @ Right DL + [Bm Wt]] 15.262 k 15.262 k DL + LL + [Bm Wt] 61.512 k 61.512 k DL + LL + ST + [Bm Wt] 61.512 k 61.512 k 774 Title : Vaif's Front Door Garages Job # 5500.02 Dsgnr: GML Date: 5:17PM, 21 NOV 05 Description : Building A Scope : Structural Design User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983.2003 ENERCALC Engineering Software Description B19 - Tunnel West Beam Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel comp, forces] Tension in Reinforcing Find Max As for Ductile Failure... X-Balanced Xmax = Xbal * 0.75 a-max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Additional Deflection Calcs Neutral Axis (gross Icracked Elastic Modulus Fr = 7.5 * f'CA.5 Z:Cracking Center 1.815 in 1.452 in 185.130 k 0.000 k -685.800 k 12.645 in 9.483 in 10.116 in 3,579.052 k 0.000 k 3,579.052 k 59.651 in2 11.430 OK 4.935 in 59,843.37 in4 26,647.29 in4 4,030.5 ksi 530.330 psi 130.545 Win Left End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Vfd _ Right End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Mcr Ms:Max DL + LL R1 = (Ms:DL+LL)/Mcr Ms:Max DL+LL+ST R2 = (Ms:DL+LL+ST)/Mcr Leff... Ms(DL+LL) f:eff... Ms(DL+LL+ST) Eff Flan e Width 9 111.00 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor ....seismic = ST 1.100 167.50 k-ft 568.99 k-ft `0.294 568.99 k-ft 0.294 27;494.154 in4 27,494.154 in4 0.750 Add"I "1.4" Factor for Seismic 0.900 Add"I "0.9" Factor for Seismic 1.300 Page 2 1.400 0.900 W' Title : Vail's Front Door - Garages Job # 5500.02 Dsgnr: GML Date: 5:17PM, 21 NOV 05 Description : Building A Scope : Structural Design Rev: 580008 User: 0,Ver& En,ginneeringeering Software (c)19833-2.20033 ENE ENERCAL En Concrete Rectangular & Tee Beam Design Page 3 vfd garage.ecw:Calculations Description 819 - Tunnel West Beam Sketch & 7y.-.__. _ ~ r- ~ : r r: 6CQ1 26klfii in.rrrrirrr+nniiitriir'r.+tri 2.601 ~ j 47ft MU:Max = 924.93k-ft Dmax = 1.2652in Rmax = 61.512k Vu-Max = 90.393k Beam Sketch Rmax = V. Max = 45.1X1 21k [r:1- - - •44.64: 179.35 1 L ad k Location Al M ong em 3370 7.40 1t1r '07 25-90 29.60 33.3 - Shear Load (k) 0 37 00693 703 70 7 40 L^ atlon Member (ft) 111! 832.44 . . . 1 ! _590 29.60 3330 37.00 , 624.33,.; 739.94' 554.96:' 647.45; - 485.59:; - 554.96! 416.221; 462.47': - 34618''. 369.97 - - 277 a^ - 27Z.4t.' 208 - 1 13 74 - _ - - 92.49. - : Bei MOmenf (k-ft) Locaton Along Member (ft) BeQi; Moment KIT) Location Along Member (ft) Stresses for ACI C-1 Combination; 6 Stresses for ACI C-2 Combination r -+v li.4u n 1.1 u 14.80 j18.50 ;22.20 25.90 29.60 33.30 37 00 01 70 7 40 11 10 14.80 18 50 2220 25.90 29.60 33.90 T- L : noo-; - 24.41 -3661_ ul 48.82 -5 45 '•8 'i--- it Shear Load !k) - ) 56899370 - Deal aln Mamber (ft) 740 111014.80 1850 p{20 5 90 29 60 3330 E .18 -"-p 512.09 . . -10.90 4 5 5 . 1 9 J 3 98 . 2 9 Shear Load (k) I ' 347.39 , - - 127063.70 17.40 '11.1^ n ,i_ i 284.50' ->9 60 3 30 37 0 114.35! . 3 . . 0 227.64 170.70 701.65 ' 113.80. 56.90 68.94 Be. T _ ' 000 3 U_ i830 2221, 0061 5r `1 ?0 7 40 11,10 14 80 '18.50 22.20 25.90 '9 33 30 -37.00 n 1o 14.a' Fa - 3Nk41 ' 48 82 _ 'hear load (k 00568 99 3.70) 7.40 1 1_! BO 29.60) 33.30 37.00 512.09' - - 455.19 - - - - 341.39 - 284.50' 227.6! - - - 170.71 113.80 - - - - - - _ 56 90 025 _ f so," -0 38 0.38 25.-11 -0.76 i _ 0.63 r -.---.C.- 1271 ( ) Location Along ROPT Member (ft) Local 'Deflection m _I '1 14 Y' Location Along Member (ft) Local "y- Deflection (in) Lrn.---tion Along Member (ft) Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads .00 Concrete Beam Steel Design per ACI318-02 Description: m . m B 19 - Tunnel west floor Section: h d h = 24 in d = 21.365 in w = 30 in Ultimate Forces: Ig = 3.456E+04 in4 M„ = 925 ft-k < w Vu@d/2 = 67 k Materials: Mu@Vu = 87 ft-k fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compression block and area of steel C = 0.85baf~ = A f = T Iteration: , y M /0 . A, = fy (d - a/2) 4 t A,f 4 a = y 5.1510.9 4 0.85bf~ use: 9 # 10 diam = 1.27 in p = 0.0178 As = 11.43 in.2 pmi„ = 200/fy = 0.0033 ok a = 5.4 in Pmax (0.75Pb) = 0.0310 ok OMn = OAsfy (d - a/2) = 960.6 ft.-k Check fit of bars: 4.41 in. ok Stressed: 0.96 Shear Resistance: = 0.85 = 2 f~bd = V 91 k stirrup size: # 4 ,m~ # of legs: 2 V, = (1.9 f~ + 2500p Md 1 Ibd = 115 k A,, = 0 4 in2 1 M. / . V = 3 5 f, bd = stirrup spaci ng: c,n= . 159 k Sreqd = -43.4 in. Smax = 10.683 in. Vs,regd = Vu /0 - V = -11.8 k s = 16 in. FornoAv:Va/O<Vc/2= 57k OV._ON,+V~)= 104.3k Stressed: 0.64 Monroe & Newell Engineers, Inc. Engineer: NEL TWtf VFD Building A Job No. 5500.02 11/21/2005 slab design 11-21-2005 Monroe & Newell Engineers, Inc. JOB U.(.(.'- F&J New - 5Soo, ©Z lum SHEET NO. OF CALCULATED BY & V4 1- DATE Ii' ZZ' 7,.00 CHECKED BY DATE Title : Vail's Front Door - Garages Dsgnr: GML Date: 7:48AM Description : Building A Scope : Structural Design 7XV Job # 5500.02 22 NOV 05 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 1 _(c)1983-2003 ENERCALC Engineering Software 7 _ Ad garage.ecw:Calculations Description B20 - Tunnel West Beam General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span 40.00 ft f'c 5,000 psi Depth 36.000 in Fy 60,000 psi Width Flange @ Both Sides 30.000 in Concrete Wt. 145.0pcf Flange Thickness 8.000 in Seismic Zone 1 Web Spacing 10.000 ft End Fixity Pinned-Pinned Tee beam weight calc'd using Depth * Width Live Load acts with Short Term Reinforcing Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar @ Right End of Beam... Count Size 'd' from Top Count Size 'd' from Top Count Size 'd' from Top #1 9 10 33.37in #1 in #1 in #2 2 6 3.00 in #2 in #2 in Load Factorina Note: Loaa tactonng supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads Dead Load Live Load Short Term Start End #1 0.100 k 2.500 k k 0.000 ft 37.000 ft Beam Design OK Span = 40.00ft, Width= 30.00in Depth = 36.00in 'T' Beam with Flange= 8.00in thick @ Both Sides, Web spac= 10.00ft Maximum Moment : Mu 1,172.63 k-ft Allowable Moment : Mn*phi 1,685.10 k-ft Maximum Deflection -0.5812 in Maximum Shear: Vu 101.67 k Max Reaction @ Left 73.46 k Allowable Shear : Vn*phi 163.89 k Max Reaction @ Right 66.24 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 6.667 13.333 20.000 26.667 33.333 40.000 ft Max. Spacing 16.500 16.500 Not Req'd Not Req'd Not Req'd 16.500 16.500 in Max Vu 101.674 78.970 39.238 39.238 39.280 79.012 101.189 k Bending & Shear Force Summary Bending... Mn*Phi Mu, Eq. C-1 @ Center 1,685.10 k-ft 1,172.63 k-ft @ Left End 0.00 k-ft 0.00 k-ft @ Right End 0.00 k-ft 0.01 k-ft Shear... Vn*Phi Vu, Eq. C-1 @ Left End 163.89 k 101.67 k @ Right End 163.89 k 101.19 k Deflection uenections... Upward DL + [Bm Wt] 0.0000 in at 0.0000 ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft Reactions... @ Left DL + [Bm Wt]] 23.739 k DL + LL + [Bm Wt] 73.457 k DL + LL + ST + [Bm Wt] 73.457 k Mu, Eq. C-2 879.47 k-ft 0.00 k-ft 0.01 k-ft Vu, Eq. C 76.26 k 75.89 k @ Right 23.461 k 66.242 k 66.242 k Mu, Eq. C-3 213.55 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C 18.46 k 18.30 k -0.0826 in at 20.0000ft -0.5812 in at 20.0000ft -0.5812 in at 20.0000ft Title : Vail's Front Door - Garages Job # 5500.02 l Wy Dsgnr: GML Date: 7:48AM, 22 NOV 05 Description: Building A Scope : Structural Design User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 2 f (c)1983-2003 ENERCALC Engineering Software vfd garage.ecw Calculations Description B20 - Tunnel West Beam Evaluate Moment Capacity... Center Left End Right End X : Neutral Axis 1.805 in 0.000 in 0 000 in a = beta ' Xneutral 1.444 in 0.000 in . 0 000 in Compression in Concrete 184.110 k 0.000 k . 0.000 k Sum [Steel comp. forces] 0.000 k 0.000 k 0.000 k Tension in Reinforcing -736.487 k 0.000 k 0.000 k Find Max As for Ductile Failure... X-Balanced 19.747 in 0.000 in 0 0000 in Xmax = Xbal ' 0.75 14.810 in 0.000 in . 0.000 in a-max = beta' Xbal 15.797 in 0.000 in 0.000 in Compression in Concrete 4,570.617 k 0.000 k 0 000 k Sum [Steel Comp Forces] 49.060 k 0.000 k . 0.000 k Total Compressive Force 4,619.677 k 0.000 k 0.000 k AS Max = Tot Force / Fy 76.995 in2 0.000 in2 0.000 in2 Actual Tension As 12.310 OK 0.000 OK 0.000 OK Additional Deflection Calcs Neutral Axis 6.090 in Mcr 384.17 k-ft Igross 205,152.00 in4 Ms:Max DL + LL 731.65 k-ft (cracked 70,275.74 in4 R1 = (Ms:DL+LL)/Mcr 0.525 Elastic Modulus 4,030.5 ksi Ms:Max DL+LL+ST 731.65 k-ft Fr = 7.5 ' f'CA.5 530.330 psi R2 = (Ms:DL+LL+ST)/Mcr 0.525 Z:Cracking 101.118 k/in Leff... Ms(DL+LL) 89,801.684 in4 Leff... Ms(DL+LL+ST) 89,801.684 in4 Eff. Flange Width 120.00 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4 Factor for Seismic 1 400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 . Add"] "0.9" Factor for Seismic 0 900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 . ....seismic = ST' : 1.100 Title : Vail's Front Door - Garages Dsgnr: GML Date Description : Building A Scope : Structural Design TO,& Job # 5500.02 7:48AM, 22 NOV 05 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design Page 3 (c)1983.2003 ENERCALC Engineering Software vfd garage ecw'Calculations Description B20 - Tunnel West Beam Sketch & Diagram 2.6kielrfirnnf.r H,1 2.60t An" } Mu:Max = 1,172.63k-ft Dmax = 0.5812in Rmax = 73,457k Vu-Max = 101.674k W7. 4,00 8.00 842 ;12.00 16.00 20.00 24.00 28.00 3200 36.00 400098:32 4.00 8.00 12.00 x16.00 20.00 24.00 28.00 32.00 36.00 40.01 41:1-: I - t,.vu - y10-- _ u.uo 742.13 ! - 31.60 =63.20 - 747.40 II"=~.01k-ft 63.20! o k) 69 69 00 8 1 00 - , r.l6 (ft) Shear Load (k) 12 C*° ' L atior Member (fp . . . 3 . _ _ 0 00 32.00 36.00 40 00879.474.00 8.00 12 OC + , ?8 Op 32.00 36 00 40.00 1,055.36 791.52 338.10; 703.58, 320.84: 615.63', 703.581 ! 527.68: W - - 439.73; 169.0: - - Mu:Max 4 Rmax = 6 Vu Max = _ : 3$17 351.79 263 84 117.2E Bei Moment (k-ft) Locauon Along Member (ft) _ Be~N1'g Momem (x-n) Location Along Member (ft) Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 4.00 00 72.00 16-00 20.00 24.00 28.00 32 00 36.00 40.00 00 8 00 12 00 16.00 20 00 24.00 28 00 32 00 36 00 40.00t 91,6 4.Oi 8 00 12 00 16 ti 26 00 24 00 28 00 32 00W 00-410 00 ' 1 98 . . . 5 9 , : 000 .39 64 . 7 8 38 528: Shear Load (k) I r V-ember (H) Sh a Load (kl - : 'Aember Ift - 731 65 400 8 00 12 OG ,1_6.00 0 0 32.00 36 00 410 00731 65 4 00- 8 01 0 1 - ) 1258 • . - 656.48 _ . . . . _ ,00 32.00 36.00 40.00 658 48: : -16 77 565.321 . _ _ _ _ 585.32'. ' Shear Load (k) - 436.991 Location Along Member (ft 512.15: - 43899, - - - 213 55 4 00 8 00 00 365.8. 12.0^ M 28.00 32.00 36 40 - ; 365 82 ,19219 . 292.6E 219.45 _ 292.66 _ - -070.84! 21@a9 146 33 - ,14948: _ 73.16 Beijlelrun-t> ~ 316 Pe 1f Lfk1 12813; .rn J ~4 L'~ uvL - 0.00 400 a Ju +e w ;t ti:oU 10 00 24 X00 2000 32_00 36 40100 00 4_ _ 88.000_ 40 00 106.77' -0.12 . 012 - - av._ ;0.17 : _ 017 ,_0 29 _ 42 71 42 . -0.35 : -0.29 - _ _ _ _ 27.35 ' -0 46 : - Be Moment (K-ti) . - . . -0.52 ' L ti Al " ' 7.0 Stresses oca on ong Member (ft) Local y Deflection (in) Location Along Member (ft) for ACI C-3 Combi ti Local "y" Deflection (in) Location Along Member (ft) na on Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads Concrete Beam Steel Design per ACI318-02 Section: Description: B 19 - Tunnel west floor 36 in 33.365 in 30 in 1.166E+05 in4 Materials: fc = 5 ksi fy = 60 ksi Bending Resistance: = 0.9 Equations to find compressio n block and area of steel C = 0.85baf,' = Asfy = T A, = M. /0 fy (d - a/2) a = ` ,fy 0.85bfc use: 9# 10 diam = 1.27 in AS = 11.43 in.2 a= 5.4 in ON4. = OAsfy (d.- a/2) = 1577.8 ft.-k Stressed: 0.76 Shear Resistance: = 0.85 V,m~ = 2 f, bd = 142 k K = 11.9 f' + 2500p. V° d Ibd = 163 k l MU V c,,. = 3.5 jbd = 248 k Vs, 0,d = V /0 - V, _ -41.6 k For no A,: V,, /0<_ Ve/2 = 82 k Monroe & Newell Engineers, Inc. Engineer: NEL Ultimate Forces: Mu = 1200 ft-k Vu@di2 = 85 k M„@Vu = 102 ft-k Iteration: a AS 4 8.50 4.00 8.50 4.00 8.50 p= 0.0114 Pmin = 200/fy = 0.0033 ok PmaX (0.75Pb) = 0.0310 ok Check fit of bars: 4.41- in. ok stirrup size: #-4 # of legs: 2 Av = 0.4 .in2 stirrup spacing: sregd = -19.3 in. Smax = 16.683 in. S = 12 in. OVa = 0(VS + V,) = 177.0 k Stressed: 0.48 1'W~ VFD Building A Job No. 5500.02 11/22/2005 Beam B20 A Monroe & Newell Engineers, Inc. VJOB u:) S ~ru,~ ~6cs~ _ Sa. ~2 SHEET NO. CALCULATED BY 604 L- CHECKED BY OF. DATE A--ZZ--Zo65 i7 Monroe &Newell Engincem, Inc. ScruauralEngineers Vail • D- • Dl- Vail's Front Door Building A . 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C ~ O/ ~ ~ U , 0 w N d 2M 1 4 - N N o o E E z U) m o a m c ° 1 ° W C c N U u y Z- w 7 y c g v c - II c= cn iA m a' o rn 0 A Beams At Mid-Level Parking Lid - Beam Frames.cpt - 1/102006 Element: Supports Below Slab Summary Plan Element: Wall Elements Below; Wall Element Thicknesses; Walt Element Heights; Wall Element Fixity; Wall Element Shear Fixity, Wall Element Concrete Models; Column Elements Below, Column Elenv Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:350 b=14 b=14 b=24 b=24 b=14 b=14 b=14 b=14 b=24 d=24 d=24 d=14 d=14 d=24 d=24 d=24 d=24 d=12 h-0 h-40 h=F40 h=40 h-40 fi 40 hf40 h=40 h=40 Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid F ix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigrax,Pin,Rigid 50%fp~ 5V0 2$si 5M$si b=24 b=24 5M$si 5%(!U'i 5%%gsi 5%0 z$si b_ ' psi 5900$ Psi d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=12 h440 h=F40 h=F10 h=140 h=E10 h=F40 h=E40 h44o h-010 h=40 h 7t0 Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,RigidFix,Pin,Rigid F ix,Pir igid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid 5000 psi b=24 5dwosi 56W06i 561310si 56WIllsi 56 W$si 5,J1346si 56WOsi 5k*osi 5601?0si b-TO psi d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 hn40 h=F40 h=f40 h=E10 h=E40 h=40 hzi4o h.0 h=E40 h=40 hd40 Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,RigidFix,Pin,Rigid Fi x,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rq&t,Pin,Rigid 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi b=24b=24 b=24 b=24 b=24 b=24 b=24 b=24 b=24 b=24=24 d=14d=14 d=14 d=14 d=14 d=14 d=14 d=14 - d=14 d=16-12 h4110h A0 h=F40 hA40 h=E40 h=40 h4110 hmi40 h=140 h=40=F40 F ix,PBpHiLjiftigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,RigidFix,Pin,Rigid Fi x,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,PL%Rk8igid 5000$ 0 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000gQ0 psi b=24 b=24 b=24 b=24 b=24 b=24 b=24 b=24 d=14 d=14 d=14 d=14 d=14 d=14 d=14 d=14 h=40 h=110 h=010 h=40 H110 hfAO h{40 h=40 Fix,Pin,RrjklPin,Rigid Fix,Pin,RigldFix,Pin,Rigid Fi x,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi Element: Supports Below Slab Summary Plan - 11 Other Dead Loading: All Loads Plan Beams At Mid-Level Parking Lid - Beam Frames.cpt - 11702006 Other Dead Loading: User Notes; User Lines; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Loa Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Scale = 1:350 Beam 27 Beam 26 Beam 25 Beam 24 Beam 23 Other Dead Loading: All Loads Plan - 12 Al Beams At Mid-Level Parking Lid -Beam Frames.cpt - 1110/2006 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Ar Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:350 E-9 1 E7-2' mE~1' -FP-Z:1-'FZ= . Live (Unreducible) Loading: All Loads Plan - 13 Beams At Mid-Level Parking Lid - Beam Frames.cpt - 1/102006 Live (Unreducible) Loading: Reactions Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Values; Point Load Icons; Line Loads; Line Load Values; Line Load Icons; Area Loads; Area Load Values; F Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below, Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:350 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point SupportXFZ,Mr,MsXSlandard Context) a oo L, fm E~ Live (Unreducible) Loading: Reactions Plan- 14 ~ m ^ ro N ^ roo a coo iz KO Design Strip: Banded Design Strips Plan Beams At Mid-Level Parking Lid - Beam Frames.cpt - 111=006 Design Strip: User Notes; User Lines; User Dimensions; Banded DSSs; DSS Numbers; Banded DSs; Drawing Import: User Notes; User Lines; User Dimensions; Element: Well Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Scale = 1:350 S-9 S-S Sfi - Design Strip: Banded Design Strips Plan - 15 All Dead LC: Reactions Plan Beams At Mid-Level Parking Lid - Beam Frames.cpt - 1110/2006 All Dead LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:350 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring Point SuppodXFz,Mr,MsXStandard Context) a o rn o ° o b L - o r o L All Dead LC: Reactions Plan - 16 m o o Ng m~ N o tOa,o ono ,,s~ov °~JO ~n ^NO ~w ,,r~?°'o o~`!°o K 01, Beams At Mid-Level Parking Lid -Beam Frames.cpt - 1/102006 Service LC: D + (1.0 10.0) L: Deflection Plan Service LC: D r (1.0 0.0) L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:350 Vertical Deflection Plot 0 0.16 0.32 0.48 0.64 0.8 0.96 1.1d 1.28 Min Value= .0.2012 inches @ (45.07,92.19) Max Value = 1.414 inches @ (87.85,94.67) F.. - p- 0 96(d- 9P0.64'. Service LC: D + (1.0 10.0) L: Deflection Plan - 17 Design Summary: Banded Status Plan Beams At Mid-Level Parking Lid - Beam Frames.cpt - 11102006 Design Summary: User Lines; User Notes; User Dimensions: Banded DSS Designs; DSS Design Numbers; DSS Design Status; Banded DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes: User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:350 1-1 1-2 4-3 1-4 1-5 1-6 1-7 1-8 F < ^K K 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 3-1 3-2 3-3 3-4 3-5 3-6 3-7 3-8 3-9 3-10 r) nK 4-1 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 4-10 D 5-1 5-2 5-3 5-4 5-5 5-6 5-7 Design Summary: Banded Status Plan - 18 A(0 Beams At Mid-Level Parking Lid -Beam Frames.cpt - 1/102006 Design Summary: Banded Top Reinforcement Plan Design Summary: User Notes; User Lines; User Dimensions; Banded DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design ASBottom; C Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Design Strip: Banded DSSs; DSS Numbers; Scale = 1:350 #9 x 3.5 T. 18#9z 16.5 T. 22#10x 13.5 T.22#9x 18 T. 11#9x 9T. 9#9x6T. 7#9x5.57. 8#9x28= x #9zi9ST.7#9x6T. 10#9x9T. --9#9x8T. 6#9 x6.5 T. 7#9 x 6 T.3#9 x3 T- 10#9x6T. 4#9x47. 8#9x8T. 12#9 x8.5 T. 10#9x67. 7#9x6T. 1.5T. 6#9%197.9#9x6T. -9#9x97-4#9x4379#9x67 12#9x67. 9#9x7.577#9 x4 T. 3#9x4 T. 7#9 x6T.2#9x2.57 8#9x6T. 4#9x47. 7#9x8T. 9#9x67. 5#9x6T. 3#9x4T. 9#9 x7.5 T.9#9x8.57 4#9x 19 T.8#9 x6 T. -7#9x9 T--499x4.378#9x6T. 8# x .5 T. -5#9 x7.5 T-3#9 x4.5 T. 5#9 x4.5 T. 9#9 x6 T.5#9x5.57. 8#10x67.4#70x47. 8#9x87. 10#9x6T. 6#9x6T. 4#9x37.1#9x27. 3#9939fx 6 T. 499 x 19 T. 8#10x 6T.-7#10x9 T.4#9x4.5779#9x6T_ 8#9 x 8.5 T. -6#9 x 7.5 T. 2#9x 5.5 T. 9#9x67. 4#9x47. 7#9x8T. 12#9 x8.5 T. 11#10 x 8.5 T. 8#9x9 T.9#9x67. 8#9x974#9x4.5T-8#9x67. -10#70x8 7.11#10x7.57. Design Summary: Banded Bottom Reinforcement Plan Design Summary: Banded Top Reinforcement Plan - 19 Beams At Mid-Level Parking Lid - Beam Frames.cpt - 1/102006 Design Summary: User Notes; User Lines; User Dimensions; Banded DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottor Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Design Strip: Banded DSSs; DSS Numbers; Scale = 1:350 x x t x7B. 9n3'5_ 6-2 5-5 x .1 X Design Summary: Banded Bottom Reinforcement Plan - 20 R%% Beams At Mid-Level Parking Lid - Beam Frames.cpt - 11102006 Design Summary: Banded Shear Reinforcement Plan Design Summary: User Notes; User Lines; User Dimensions; Banded DSS Designs; DSS Design Shear Bars Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; SI Scale = 1:180 O) to 1.0 N N N O O CO O (b c - r O N_ N_ O_ M rl~ CO 00 ~~11 V ~~11 V ~1 V ~~11 V V @ V V *k *k d d O *k *f N N N 00 CO N N N (Q O O ' 1 0 1 6 a ;t 1T ;t l 4 00 N t~ ',1- t- CO O)Izr qV N N or N Fy Pf N (O Ito-r- la CtL. F (n i r~ n /0 ~h C~ i e co) ~ M N _ V11~ E9 (9 5' ! ! i ! !!i!! uuu.i ua!.r!ur! n cnr. I u!%! ! ! ! i ! n.!.! r?r ~rr !cruiu!!innn~.in . ii! n i nn 711 'M n tmd;! - aci ~ rm-r- a rr7rmr- = N N O O N N N N N O N N 00 tt N N C` L,() Ln (o Ln CO CO CO Ln 1:I' (c) 1& to Ln In CO LO CO d 1 Design Summary: Banded Shear Reinforcement Plan - 21 Beams Al Mid-Level Parking Lid - Beam Frames.cpt- 1/102006 Design Summary: Banded Shear Reinforcement Plan (2) DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottom; DS DI ab Elements; Slab Element Edges; O ~ M (0 O O O M ~ CO 1- CO h tl- N It n r O N O O O C~ M M7 O O~ M ti O O N "1: O O 00 - r- 00 v V V 00 @ V V M (D lJ V V V @ V ~ V V V V ~J N N N deF m), O .--,tr- N G8. It` CV Con cb Mal RS 9RQ N M CD O q C9 ~ t V tt V d *k *k 't d V - It It It It "T k# *t *k *k *k *k N "T * ~t# N * *k *k * *k * N *k y PI E~1 ~S 4i f~ O t~ N rN AI ltaN N NI.N r` N 2 f 61 8>I E~~(o~k- Gz ~,sz~ g"qM a c~ (0 00 J N rh O N NN 00 (0 N N ~I- N N N N d'7' 1 'Zia7F, C'IF' K'F 9 qr, r, F7F' r,)'7 'r,'$' Z; F7 c`F,7 I qQ Design Summary: Banded Shear Reinforcement Plan - 22 Ma Beams At Mid-Level Parking Lid - Beam Frames.cpt - 11102006 Design Summary: Banded Shear Reinforcement Plan ~3 _ -rrn" CA tf) r N tri ` N (O N N a - 0)- fl- 1 - s - - - 00 ~ (6 CN c - 00 ~arT M O~ Q2 CO - 0) N 2L e r ` - - 1 ~ U \ @) U) @ W V V V V V V ~ 11 V V @ ~ a ` V @~9 V @ ,It *"It k 4t * # It ~ It& r N (O (O N It (0 (O N N "T (D 'IT N 't (O (O N= N N r c~ G t(') M 3 d' ~r m lfl N CO m C d' = (D G f-, 0.833' V V W L:J @ V @ ~J cc N It c ,I* 'It ~t * k *k *t *J N ~ ~(D CO ~t ~t N N ~ O M CD o r- (O r lip Design Summary: Banded Shear Reinforcement Plan -23 Beams At Mid-Level Parking Lid - Beam Frames.cpt - 1/102006 Design Summary: Banded Shear Reinforcement Plan (4) (O 6I~P N °.tn L6 M 1.6 6 00 CO v O (D 4 O ~v W V W V V I V @ V V V V V d ~t It 7 *k ~t It 't d *k *k*t *t * Ztt ~t *k t 4t *k U *k *k *k *k N N N (D 'IT 00 It It (D N N It (O . N N N N N N ~r 'It ~t M tD M CO r v v ~ ~ ~ ~r *t *k ~ ~ ~ *k *k v~r v ~ k *k *t *k *k *k *k ~ (D *k *k *k O O *k*k*k *k J N ~t (D N N 't ~t N 't N N (D N O V (D LO CI) Ln en O 'IT to 4 F F 171 1 , ~ 40- Design Summary: Banded Shear Reinforcement Plan -24 M13 n O n _O _O _O O n n n O_ O_ O_ O_ O N N N N N N N o N N N o a H 2 m 5. N r r< N< r N o m< N m u N 3 0 i N< ~o?m ~O N t~~. A4I o 0 0 o o m m o n o- x a d o S S- S S S 5 o 0 0 0 0 0 0 0 0' m o ^N o o o v i d a m m m a C N ? O N N j O d T T c A if O D o J~ N~ m D G O<~ m z m r O m r d:b~ r O~ N H, - N H b N~ y y 2 W< m 0 3 a:m 2.. c zn o Ooo ° nm 2 °v.b NroN x'H aio?' ~m NO 2'm 3o nn~jNn2 m n m jwm o ° C no n ym-o° On c n a o°, -oon~H no m T o um o o~ 2~ O~~ m 2 7 O~ N f m n R V w ro - ~ Q O ~ a d O= 6 0 N 3 a S o°+ m° ~ O o r m Cc, S T d N m moo ° rn - O O O _ o n No _ o m -1 3 O y 3 d m ? m r T; N 5 m> N o O ? ro _ - m ro N~ m ro H nro. ~ _ m norm o v NiJy a `Z , o-f)m ro N - ~ :p 6 d N l d N o c m T O R a m N m - m y o n_ T ro ~ m j C-1 a T C m IV C C d 3 A N C 3 T - N c- N O? - N C - C N a 7 2 m F m m z S O 2 A H T a N O - ry _ ? d X T _ 0 ~ 71 ro i 9 j N N L N - Z O m 3 n v m 3 T 3 0 1000000000 /1 m'oN~ ~ 33 ov_, r d a 2 0," 3 `03 ~ 0 m 0 0 2 m O Oi'\ N T T O-~ T N y O p T O N ni An m CJ _ ~ O~m C1 _ r n ^ x A x ' F 3 _D T 0 0 a ° a ` o « p _ o 0 Y r o N h 1V C N o o n N H w y = t E t E t i t - - n n (%J V1 d d Q Q d N Q Q ` U O LL C d~ w T 6 0 O O - ~ c n Y Y O _ O ~ O n N 6 N . c N ~ L Q ~ N 3 N ~ W d y _ m o t v V t E t ~ t a c o a o r n o o n ~ n E E c N W an z ¢ U O C D H C O @ n k ~ ~ U N O O N C O~ n o ~ C C o d V o Y o O N N ~ ~ c~ ~ C y y .y o ~ N O N ~ C V a E H O p, d ~ N ` C m a c Q c E t C m to c E T N Q Q n t 3 t = m n , w C m o' v 6 Q> v E C' LL n D C o ° p¢ ¢ c a _ o (7 a ¢ a° a° (n a° a° VJ u° LL 2 U ¢ a \ co ~ U) 0)/ Q 1 co a. m 1~ 7U) a > µta N O J 0 N O° O ° WW o o O Q ki J O c°'J t~ M M C ~ ~D t0 to a0 ~ J ~ Qg a ~ o0 0 00 o yd~ e n v N N N N N 3 3 o 3 d' o M < a~ a ~ W Q a a a a ~i R N N N ~ n m C C C G n t0 yy O O O O W ` N N N N qy~ O m n n n ` M O t7 ~ b M n n ~ o N 0 ~ h ~ o 0 o t e .n a o o 0 ` v Z 0 0 0 0 0 0 0 0 C ~ ~n in o a a ' a~ •yi N • ~ m K ~L ~ ~ ~ y rc v a O1 C N q("rd~ d ~n H h T a c cU ~2~ev>m a~2~~oo d~2 0 °o N a 5 f~ y o J > ~ Q y r N C O O O O G C C O O O O 0 0 °o g °o °o ° a o N N N N N° N o Nc o o W n rv N e N N N N $ ~ N o 0 0 0 0 0 0 m o c v ~ a 9 a 0 O W m m d F o o ~ a~ 2 a °a a a a a a a a y c 0 5 m Ir N a Mss VN a a E ~I~ o 0 0 ~ o 0 0 0 cn c 0 cc 0 U v" co Q o 0_ J Q Q 0 0 a a J f L J t o o ~ o 0 0 0 ¢ ~ ~ o ~ o 0 0 0 0 E o o ~ o 0 0 o h ~ ~ o ~ o 0 0 0 0 J p N y ~ N a h a Co - m y < = j a J - J d g f J - _ D J lC0 U _ J _ - ° J - V U - U - - - L) _ f0 - a n o + m a n E o¢ m w o c d p m oa o j v; oa `o w a E c m m x r 0 O¢ _ in m S F= 0 .7, 3~ ¢ m x O J J J 3 3 ° - d m 2 trq ~ J J J J 0 d N Q m a - - O U J_- N j 0 0 0 E V a a a 0 N a 2 W _W W H 0 o. o 0 0 o 0 0 O ~ Q m . o. o 0 0 0 o 0 a o C m m o o m N N m N m m ~ y a w 4j O O ~ ~ ~ V) c m m 0 N lV m N M o O O O H N N 95 N z5 w 0 ~ y J J E co m + E m U d v C m• N J E N J c N .2 v O ° U C C J w d - A - J° U o c _ N N O A C - U c 9 H° J- ; o C J J° O J m J° J U ~ J J~ J U - J E~ ° 5 ~ U ~ J J 'p r° a d o g c r _ o d J r a d o co o d 0 0❑ V ip ¢ O y E❑ N 2 O~ ¢ 7 N K tl so Q N m 2 F- o 3 3 3 LL Q v fn m S H 0 J Q y m 2 H 0 0 a a h a I I W W o o o 0 0 0 o o o o o a a~ ^ ~ ~ 0 ( r m o o ~ ~ ~ ~ ~ - 0 ~ o ~ ~ o ~ o c J m J J 0 c p Y _ N _ - h C oe O N Q J m Q - N~ ° U J w y J~ N N A C ? a `o p C J~ m m O _ ~ a y o m O J (n Q (n m S F- O J J J J (n Q v in m 2 1~ O J J J J ~lo o ~ o 0 0 0 0 0 0 "o o~ ~~~o~ o000 in c E in C J _ Q v. _ 2 5 p❑ ~ J o V (A ~ U m ~ ~ t m 11 E U E U Ale Q C VC - ~ m' J 3 ' i d ~ m N a o N to 3 co ff. _ a N cl, _ p y cab m a z Cn N ~ N H m 2 o 5 N ? O fD T 7 n ~ G N > N TT y ^ J /A c - N s v N V • Mid Level Parking Slab -Mid Parking.cpt - 1110/2006 Element: Slab Summary Plan Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Slab Elements; Slab Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:325 t=12 Element: Slab Summary Plan- 10 Ali Mid Level Parking Slab - Mid Parking.cpt - 11102006 Element: Supports Below Slab Summary Plan El Element: Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear F ixity; Wall Element Concrete Models; Col emi umn Elements Below, Column Drawing Import: User Notes; User Lines; U ser Dimensions; Scale = 1:325 t=14 h=8 h=10 Shear .'p",Rigid b=24 b=24 4p si b`,$ b=14 b=14 b=14 b=14 Shear b=14 :000 psi d=24 b=14 d=24 d=14 h=10 d=14 hE10 d=24 d=24 d=24 d=24 O = d=24 hA0 b=14 h:Q0 Ri id =i4 Fi Pi hZ10 Pin Rigid Fix Fiz,Pin,Rigid Fix,Pin Rigid hw10 h40 Fix,Pin,Rigid Fix,Pin,Rigid h=E10 Fix,Pin,Rigid h A d=24 Fiz,Pin,Rigid Fiz,Pin,Rigid g x, n, fr SJDJ Osi , , 50Dd¢si 5000 i b=14~ 5ppp si b=1~ 54wosi Sb00asi 56000si 5b00 0si 0WAsi h~10 i id { in, 'g id d=24 pp 9 d=24 d=24 d=24 d=24 d=24 d=24 d=24 = g d=24 Fix,Pin,R 5000 psi B Flx; n, 1 1 h,0 a h,0 hf10 hf10 h=10 h4O h~10 h AO 10 hz psi psi Fix,Pin,Rgid Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid Fiz,Pin,Rigid Fiz,Pin,Rigid Fix,Pin,Rigid Fiz,Pin,Rigid Fiz,Pin,Rigid 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi b=14 b=14 b=14 b=14 b=14 b=14 b=14 b=14 b=14 b=14 b= Y-24 § d=24 d=24 d=24 d=24 d=24 d=24 d=24 d=24 = d= FM~,Rigid h~Zl10 h G Fix Pin i h:F10 hx10 hi10 h=LO h=QO Rigid id Fix Pin Ri id Fix Pin Fi Pi Ri h=110 Pin Rigid Fiz h 10 Fix, Bigid Fix,ORrsgit~l t , ,R{R ~I rfllgi~ Fix,Pin,Rigid Fix,Pin,Rigid , , g , , n, g x, , , i 5 5000 si t'~O 5000 ps5~ i 56W$si 5000 psi 5000 psi 5000 psi 5000 psi 5000 psi s p P gid 4000 psi (~Fb Pin, Pi Rigid Pin, Pid p ® b=14 b=14 b=14 b=14 b=14 W b=14 psi ~In'• . d=24 d=24 d=24 d=24 d=24 4 psi 1y=24 4000 psi jtsi 5 hf10 h=`10 hJ10 t=18 h=010 hf10 h=10 h;110 ~ 4000 psi Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid ft,Pir id Fix,Pir igid Fix,Pin,Rigid ,gid Fix,Pin, 5000~si =500Rps1= 5000_p>N,Piwpip5~ 000755~ D00 psi 5000 psi Shear 4000 psi Element: Supports Below Slab Summary Plan- 11 Mid Level Parking Slab - Mid Parking.cpt - 1/102006 Other Dead Loading: All Loads Plan - 12 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Loa Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:325 A?O Mid Level Parking Slab - Mid Parking.cpt - 1110/2006 Live (Unreducible) Loading: All Loads Plan - 13 Mid Level Parking Slab - Mid Parking.cpt - 1110/2006 Live (Unreducible) Loading: Reactions Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Values; Point Load Icons; Line Loads: Line Load Values; Line Load Icons; Area Loads; Area Load Values; f Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Stab Element Edges; Scale = 1:325 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Suppod,Line SupportXFz,Mr,Ms,MzXStandard Context) F-101 n 1 'I Fz=2 15,4 F-16.3 SMr0.208 Fz=17.3 SMr--0.15 Fz=11.7 Fz=17.1 Fz=20.4 Fz=16.6 F-13.5 C9 A7 r-2.17 St i 1 M, Mr-1.85 S r~M =-4.13 M 3.55 r-1.93 r-2.06 r-2.22 r-2.28 M 2 2 r-2.71 03 F M i i Fz=30.2 1 A T-0.938 M= 2 02 4V-0A78 M =-0.0325 - - 1 S --3.95 21 L -5 F125.9 Fz=21.2 Fz=22.5 Fz=23.9 F-14.5 Fz=21.8 Fz=26.8 Fz=22 Fz=163 i I ' 57n fir. RKS SM,-4,97 SMr--5.86 SMr--4.84 SMr--4.65 SMr--4.59 SMr=-5.48 sM ---6.15 SMr--5.85 SMr--4.66 iM 0.74 Ar3.62 M=-3.8 iMV.28 #Mv-0.18 iMM -2.49 LY-r0.0495 MV2.74 M =-1.16 Fz=19 ^,Fz=4-24.7 ~"1Q1 Fz=21 18 M 5 Fz=26.8 t t 1 54 Fz=28.5 Mr 0 687 Fz=18.5 Fz=27.9 Mr-0 745 M,0 621 F-33.2 Mr-1 45 Fz=26.7 69 Mr-5 FA* :3 r-5 2.68 r- . S M 2.87 v r . S M -4.14 - . S M ~3.55 . S . S 0.247 M -2.86 eV O . S M 0.5 ~ S . M 1.41 m M 2.0 T m m Fz=7.71 m ° N ~ v ~o ~J.Ar--1.12 ri~S~E Tn M 0.2 F117.3 Fz=19 Fz-13.7 Fz=18.7 Fz=21.1 Fz=5.35 Fz=16. S Mr-4.44 SMr-5.28 SMr3.94 FZ4"5.22 sMr--5.71 Mr--0.848 ~ 1M +_M.4 -2.29 4Mi=1.72 1MMV-0.11}~q mg.44 4VO.501 aM~=0.341 ~ g ° 5 Ms=-327 F--40 Live (Unreducible) Loading: Reactions Plan - 14 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Ar Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:325 M ZI Design Strip: Banded Design Strips Plan Design Strip: User Notes; User Lines; User Dimensions; Banded DSSs; DSS Numbers; DSS Ends; Banded DSs; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Scale = 1:325 Mid Level Parking Slab - Mid Parking.cpt - 1/102006 no 1 End 2End 1 End 2 End 1 End nd 1 End nd 1 End nd 1 End 2End i End ntl 1 - End 3 1 3-2 IEnd 1 End 2End 1 End 2 3-3 Entl 1 End 3-4 3-5 nd 1 End end 1 End 2 3-6 End 1 End 3-7 End 1 End 2 3-8 3-9 End 1 End ntl 1 End nd 1 3-10 - 4-3 4-0 4-5 4-6 4-7 4-8 4-9 End 4 1 4 2 End no 1 End ntl 1 E tl 1 E d 4'70 nd 1 End 2End 1 End End 1 Entl nd 1 , nd 1 n ntl 1 End n ntl nd 1 4 11 5 9 5-1 5-2 5-3 5-4 5-5 5-6 5.7 5,70 n - 5-8 End 2 tl 1 End 1 Entl 71 nd 1 Entl End 1 End nd 1 End2✓ Entl 1 End End 1 End End 1 End 2End 1 End ntl 7 - T 6-1 6-2 d 1 End 6-3 nd 1 End 6-0 nd 1 End 6-5 nd 1 End 6-6 no J End 6-7 nd 1 End 6-8 _ 6-9 nd 1 End 2Entl 1 End nd 1 End nd 1 End n 7-1 7-2 7-3 7-4 7-5 7-6 I 7-7 -8 7.9 7 7-10 d 1 End no 1 End End 1 End 2 End 1 End 2 End 1 End 2 End 1 End End 1 End End 1 End nd 1 End nd 1 End -1 8-2 E d 8-3 d 1 End 8-4 nd 1 End 8-5 nd 1 End 8-6 no 1 End 8-7 nd 1 End 8-8 8-9 nd 1 End nd 1 End 8-10 nd 1 End n n nd 1 n _ 9-1 . I 9-2 9-3 9-4 9-5 9-6 9-7 9.8 9-9 End nd 1 End "ntl 1 End End 1 End2 no 1 End End 1 Entl 2 End 1 End nd 1 End nBEdd 10-1 7 10-2 10-3 1D-0 10-5 10-6 10-7 6112.1 Annd n no no 1 End nd 1 End ntl 1 End nd 1 End nd 1 End 2End 1 En ~ Entl 1 End 115=1 Design Strip: Distributed Design Strips Plan Design Strip: User Notes; User Lines; User Dimensions; Distributed DSSs; DSS Numbers; DSS Ends; Distributed DSs; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 IW 'r Design Strip: Banded Design Strips Plan - 15 Mid Level Parking Slab- Mid Parking.cpt- 1/102006 w w a a - N W w v, w m w` ,c w ,n w n W h W ,n w w w ,o w ' dl ~ ~ N N N m - ~ m c a c '4 g v i°c 1 N V y w 4 w N Fvu w ~I w _ w rY SI w N I o N d g N a e N v w` l T v a . D w ~ N v w` v w` < a w v N a w g ° M a w L a a ' ~ a a c , g w uu G n---~v- N w w w 'Cu - , U.1 w w w` w w w w N co ~ ^ °i N N N H N N N c w g °c _ g c € o c g W, Ic w g W N m n 0 - - H - u- w a a a a I w a w ~w w u, W w w w w w w w W W N g o N N N N N ry N ry N N a) N d M 9 g', ip F l~ ~ ~ui g 4 w a 7 26 ~ ~ A rb c ` ~ A la N Ia r N l~ I m ~v v' ~ "'4l ° a , Design Strip: Distributed Design Strips Plan - 16 M ZZ Mid Level Parking Slab - Mid Parking.cpt - 1110/2006 Design Strip: Punching Checks Plan Design Strip: User Notes; User Lines; User Dimensions; Punching Checks; Punching Check Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 Design Strip: Punching Checks Plan - 17 All Dead LC: Reactions Plan All Dead LC: User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 Reaction Plot: (Wall Below,Column Below,Line Support)(Fz)(Standard Context) Mid Level Parking Slab - Mid Parking.cpt - 1/102006 S S &F 90.9 r- 2 63 F 66.8 sF{2 70.7 JF~ 48.5 JF~ 69.8 JIF 82.7 SF; 67.7 JFF?R 56 • S t \\122 S ` S St~ 5 S S S S S 6-E 105 j W85.4 eF 90.9 ; FFJ 96.2 3F~2 59.9 I F 86.1 IIFFV 107 _;R 88.7 ~Fg6fi.5 ~F 85.1 Fr-F-'R--107>R 114 '>F-~f2 75.2 ®F f2112 ~5132 NSF 107 e--5 40 nLL 1LF7=34.5 S S S S S ~n S IFF5 70.7 ~E 77 ~F rV56.5 f_ ~F5 76 F~i 85.4 F~ 22.9 7 83. S I All Dead LC: Reactions Plan - 18 r1 Z3 Mid Level Parking Slab - Mid Parking.cpt - 1/102006 Long-Term Deflection LC: Deflection Plan Long-Term Deflection LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:325 Vertical Deflection Plot 0 0.08 0.16 0.24 0.32 0.4 0.48 0.56 0.64 Min Value= -0.08195 inches @ (-128.2,94.67) Max Value= 0.6977 inches @ (-174,42.9) Design Summary: Punching Shear Status Plan Design Summary: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:325 I 12 16 SR=0.656 A SR=0.51 SR=0.53 24 SR=0.538 20 112 SR=0.36-SR=0.543 28 SR=0.58 not required r3,r 11.12.1, see 14,3 SR=0.814 deli c7~ section SR=0.765 11 SR=O 18 15 19 23 SR=0.79718'7SR=0.4919.2SR=0.748 27 SR=0.829 \ 10 Ij'2'. SR-0.826 6i 18.5 10 SR=0.741-SR==0.819 14 1B 22 SR=0.826 SR=0.498 SR=0.795 26 SR=0-886 9 13 17 21 25 0.613 SR=0.662 SR=0.459 SR=0.647 SR=0.695 Long-Term Deflection LC: Deflection Plan - 19 Mid Level Parking Slab - Mid Parking.cpt - 1/102006 32 I 34 SR=0.538 SR=0.447 38 SR=0.636 31 33 SR=0.768 SR=0.56 37 30 SR=0.705 SR=0.855 SR=0.353 I 29 35 SR=0.168 S R__03 Design Summary: Punching Shear Status Plan - 20 M2.4 Mid Level Parking Slab - Mid Parking.cpt- 1/10/2006 Design Summary: Banded Status Plan Design Summary: Banded DSS Designs; DSS Design Numbers; DSS Design Status; Banded DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 2-1 OK 2-2 OK 2-3 OK 2-4 OK 2-5 - 2-6 2-7 2-8 3-1 3-2 3-3 3-4 3-5 3-6 3-7 3-8 3-9 - OK OK OK OK OK OK OK OK OK 3-10 4-1 4-2 4-3 4-4 4-5 4-6 4-7 4-8 4-9 OK OK OK _ OK OK o OK OK OK OK OK Q-lp ° > 5-1 ° 5-2 C 53 5-4 5-5 5-6 ° 5-7 ° 5-8 ° OK 4-11 5-9 OK OK OK OK OK OK OK OK OK ~ I :35-9,f( 6-1 6-2 6-3 6-4 6-5 6-6 6-7 6-8 6-9 6-10 OK OK OK OK OK OK 0 OK 0 OK L OK J OK 0 OK ° L C C a 7-1 K 7-2 7-3 7-4 7-5 7-6 7-7 7-8 7-9 7-10 OK ( OK OK OK OK OK OK OK OK OK 8-1 6-2 8-3 8-4 8-5 8-6 8-7 8-8 8-9 3 8-10 7F(3 OK OK OK OK OK OK OK OK C OK L ° ° L 0 0 9-1 9-2 9-3 94 9-5 9-6 9-7 9-8 9-9 '6K OK OK OK OK OK OK OK OK 70- 7 O 10-2 10-3 -104 10-5 10-6 1 10-7 12- OK S 0 OK 0 OK 0 OK 0 OK C OK OK 11-1 11 Design Summary: Banded Status Plan-21 Mid Level Parking Slab- Mid Parking.cpt- 11102006 Design Summary: Banded Top Reinforcement Plan Design Summary: Banded DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottom; DS Design AsShear; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 5#5 111.5 T. 5#5 x8.5 T. 4#5 x 26 T. 5#5 x5.5 T. 5#5 x 8.5 T. 5#5x8.57. 5#5x5T. 8#5x 15.5 T. 5#5x11.5 T. 5#5x8.5 T. 4#5x26 T. 5#525.5 T-5#5x8.57. -5#5x8.5 T. 595x57-5#5x11.57. _'1.37-~#Sx_8T_~T__. x_._ 7:5-T-81f5~_:62657._ 8-#5 x_b;ST `8-7 T,- x7. 8#5 x75fi. 7#5x85 T. 8 #5 x 8.5 7p5x7.5 T-8#5x7,57, 8#5x8.5 T. 8#5x8.5 T. -8#5x77-g#x 1p#Sx 5 9#5 127. 12#5 x8.5 T. 8#sx 0.57. 1_S T. 16#5_x_11_7 10#5x8.5_7.8#5 77 11 #5 x8.5 T. _-9#5x778 T. 9#5x7.5 T__. 14#5x857. 11 #5x8.5 T 8#5Z7.5 T. 11w#5 x. 11 T. 15#5 x8.5 T. 83# 5x7--8#5_x 7.5L 11#5x8.5T. 14#5x8.5 T. 9#5x7.5T. J4,52kS.~_ xB P' a. 8#5x9.5 TD 7#$x8.5TU#5x7.3'(. 8#5x8.5 T.° 8#5x87D 7#5x7.5 TO 8#5x8.5 TC 7#5x8.5 T x3T 1#Sx . 1' 7 -7#S x7.5175x5(z T. 5 x 9.5 T. 8 #5 x 8.5 T. 1 9 T 8 #Sx 8.5 T. 8 #5 x 8 #5 x 7.5' 7 #5 x 8.5 T. 8 #5 x 8.5 T. -7#5x75 TO 5 18 #5x107.1 15#5x8.57.14#5x7.57. 18#5x8.57.10#5x757.14#5x7.5 T. 20 #5x8.5 T. 16 #5 x8.5 T. 10#5x7.5. 59c#EM x75. 7. #5 x 10 T. 19#55 x 8.5 T. 12#5x7715 17#5x8.57. 15#5x737(10#5x7-51.15 #5x8.5 T. 20#5 x 8.5 T. 13 #5x7 Y11 45 x11 T. U G 11 #5-x-9 T. 0 3 0 0 u 0 . X12 #5x7~77. p 12#5x8.57.11#5x757 12#5x8.57.12#5x7.57.12 #5x7.5 T. 12#5x8.57. 12 #5x8.5 T. 12#5x7.57.12 #5x5.5 T. 14 #52x 7T- 2#5x8.5 T. ~#Sx 19 T. 12#5x6.57. 12 #5x75.12 #Sx73'C12 #5x8.5 T. 12 #5x8.5 T. 12 #5x7.57-12 #Sx 9.37 #5 ~(@~5 T. ~2.#Sz 2.5 T:15#5 x_8.5 T.17#5x7.57. 22#5x_8._5 _T.12#5x7.5T. 18#5z8T. 26#5 x 8.5 T. 19#5x8.57__ 12#5 x 7.5 T. 1zz#5x5.5 5 R9#5x 6.5. 13#5x7.57.20#5 x8.5 T. 19#5 x7.5 T:12#5x87-21#5 x8.5 T. -25#5x8.5 T. 18#5 x 7.5 TT-.12'j#5 x 9. f~ 9#5 x7r ° ❑ ° ° 10 #5 x 4.5 T. +8#5x7.57.9#5x77.- 11#5 x8.5 TA1#5x7.5 T. 11#5x T5 T. 11#5x8.5 T. 14#5x8.5T 11#5x7.5 T.10#53.5 T. 1~#~ T 1$5x 19 T. 11 #5 x8.6 T. 11 #5x7.511 #5x75(11#5x8.57. 11 #5x85 T. 4#5 x 7.515 x 12 T. +73 12 #5 j757 12#5 x8.5 T.10#5x7.5 T. 11#5x 7.5 T. 14#5x8.5 T. 10#5x 8.5T 13#5x7:(.;&5=SXy 1. b $g,1#5x8.5T. 11#5x77(10#5x75 12#5x8.57. 13#5x8.5T. 3#5x7.5oT~3# T 0 0 0 C X11 5 T. +6 8#5x7T.V 5x1 Design Summary: Banded Top Reinforcement Plan -22 Ill 05 Mid Level Parking Slab -Mid Parking.cpt - 1/10/2006 Design Summary: Banded Bottom Reinforcement Plan Design Summary: Banded DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design ASBohom; DS Design AsShear; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1325 8#5 x21.5 B. 8#5x 110.5 B_7#5x21.5 B. 8#5x148. 8#5x14 B. 8#5x 21.5 B. 0 8 #5 x 18.5 8. 0 805x10.5B;895x21.58._ l °8#5x148-08#5 x14 B. 0 ~ 8#5 x19 B. 7#5_x 19 B. B#5x108 8#5x21 B. 8#5x10.56#5x14.6. 7#5x19.8_ 0 10#5x1858. 0 10#5x1&B.10#5.x21.5.6._ %#5x14_BP10#5x14B0 10#5x196_ At 08 B. 1 12#5x21.5 B. 12#5x106.12#5x21.5B. 12#5x14.58.12#5x156. 12#5x21.5B. 8#5 x21 B. 8#5x 1265 B. 0 8#5x21.5 B. 0 8#5x10. 7#5x196. 7#5x 10 B. 0 10#5x 19 B. 10#5x104 12#5 x21.5 B. 12#5x13.5 B.12 7 59.#5x21.5B. 0 12#5x1&BA2#5x21.58. 0 12#5x18.12#5X10%82#5x18.58. 0 12#508.58. 2#5x15.58. 4~#5x14.58 x14.5 11#5x108.11#5x21.58. 1195x148.11#5x146. 11#5221.56. 11 #5x190. 11 #5x18.5 B. 11#5 B. 11 . 8 p5X 70 10#5x21.5B. 10#5x108#5x148 1095x21.58.._ 0 10#5 x21.5 B. `'13#5 x 15.5 9b B. x7B. x 6.5 B. Design Summary: Banded Bottom Reinforcement Plan-23 Mid Level Parking Slab- Mid Parking.cpt - 1/102006 Design Summary: Banded Shear Reinforcement Plan -24 Design Summary: Banded Shear Reinforcement Plan Design Summary: User Notes; User Lines; Banded DSS Designs; DSS Design Shear Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottom; DS Design ASSh, Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 MZV Mid Level Parking Slab- Mid Parking.cpt- 11102006 Design Summary: Distributed Status Plan Design Summary: Distributed DSS Designs; DSS Design Numbers; DSS Design Status; Distributed DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 N Y a0 4 60 6 m Y R 0 Y `n Y Y NO NO O O O NO r0 O NO d0 0 00 0 Y N N rv , N " O 0 0 70 n0 O O 0 e0 k d0 NO NO NO NO NO NO N O NO NO ~0 ~0 0 0 o c 0 0 c o 0 7 Y " Y '0 60 Y m Y I Y -4O m0 O+0 Y 00 Y M Y Y~ Y `h Y NO NO NO NO NO n Y NO M Y NO Y NO ~ Y NO 0 o O xW Tb 0 F D 0 ~ Y .0 ° Y ~0 ~O wQ °vp p NO NO ry0 NO O 0 O O 0 O 4' C G 0 0 ~ C O i 'Y 7 Y ` Y 7 Y 7 Y 7 Y 7 Y 7 Y 7Y 7Y m Y Y 7 19 Design Summary: Distributed Status Plan-25 Mid Level Parking Slab- Mid Parking.cpt- 1/10/2006 Design Summary: Distributed Top Reinforcement Plan Design Summary: Distributed DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsBottom; DS Design AsShear; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 ~ NI- rr xM "x x xx ~ au~ n DD ~W mIL"~x mx m mf^ myf~, ~x H NNI NNI #N N D F F-~ ~ m.®Irn~l O ~ m~ NI F~ `K % % NNI #OI rnK O# N'- O~ .-ypm COI m vFi mv~i v~ir ~ % rt` ~v? h ro mro i ~~~mmm t m NA, ~ I ~N. X H ~ x X h~ Oi #tt OO rn', Pv n IN m~m6~ m % m% t0 roX lO N~ NCI F h rn X m, ~Q m# S C F ~.m i rn rn % X K n% X v # #a a xin # NNI Ol # mm3#pt OO O H^ F' ~m N F O rn rn X x x ~I.. N^, R %u #R,.', C Fr x a AN F^ X Lin Nn1#n ~#t~iN ~~.mim NIN ,Irn 1(T I~ NI I X„r r`r #.n u u # ~c mF ~m u u # N~ v#ir mF rnr aF yr N~ m~ ' N~ # -'to N~ r< x m' x !a XN rn x u X ~nl 4 m x° rnxl x ~ % x rn % a u u ~ m FIB rn m D m m m m m u X~ x u'. e m x m N i m D ~r F: m X ax rv h mlI-~ m~O` ~N m~ ar w~ ~m k F F N ,'[`1 % F 0 ~ m R~ Nm r m,. L N~ m k ~x ~O ar mD% ~m F. ~Nx N X. #x xi-,% fX the u)Nv) N4r~M in u7h hm #x# x# #Q#x# CIR #mm, M# Rth # O.N~~ .rn ox b rntt , ~ ~ rn i m rn it It rn= Design Summary: Distributed Top Reinforcement Plan -26 AP Mid Level Parking Slab - Mid Parking.cpt - 1/102006 Design Summary: Distributed Bottom Reinforcement Plan Design Summary: Distributed DSS Designs; DSS Design Bottom Bare; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsBottom; DS Design AsShear; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:325 w v? al N JS ri is o WS-,,., _ - ~ a,. v?I m x as " sS w. m = x x m x: x x R 0 e m 'b x ~ x e - m x m e) N K m x x .6 0 tt o C- o o e o m m m rd m oi; of m ai m, of m m io N N Ix c uorx u a u'° m yi r rn w N ~ o- ml o~ N ~m 0 C G G U C C C m m m m, m [L m m m m w of of m,. x x x~ N x x x x X i E IN to Ix. a'. ° I -x m,. Gc x T> x 6c m C. m a' a. ~ Design Summary: Distributed Bottom Reinforcement Plan - 27 Design Summary: Distributed Shear Reinforcement Plan - 28 Mid Level Parking Slab - Mid Parking.cpt - 1/102006 Design Summary: Distributed Shear Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Shear Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsE Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:325 A Zg OO()()OOOA(~CJNNNNN. NNN N N N N N o N NTOn-i H d d d d d d d_ v m m m m~ ~ o N o D o o O' A O' or --I o~ o ~ o r~ O_ m m N m ~ O~- 4q~~ x C ~ o ro O w y 3 o T w c N O D o$ r n m m < m r n - ,z o p° H 8 m T j y `~3 `m r, S c d m r, _ m'- o f m m d o H N n 2 _N. ~p O O O d? 6 S m _ d d O A O¢ d 2 O O A N A° N O S m N 3 ro 3 m m a S J2 C m m o. 2_ w° E O ° 3 c m N r n x um, N o c ° p z 3 p° 3 3°° m° = y o O Q m° O c _,z r o o n- Q o N N g a 'o w y c N~ ~ q_ N~ O A N O~ ~ C1 N C _I O N r 2 (7 X 6 0 N O G - y A T~ C O c>> 3 ~.O O m ~.O Om' ~..n~~ n T o0im -coec ~n u - -ww Or _ S 3 ~a _ a „ ~ a. o 0 0 o d m Q v Q 0 D a> o a_ dv w ~ y mO w ~ obi ~ + O tO ~ ~ m N m m ~ 'L m d ~ _Tj = N oc ~ ~ 7c m' O _ L m N _ _ al no m m e~ c m m - ~ w 'O H D N o ~ - ~ c N _ . T N N N N .n d N r ~ d r ~ _ d C d _ J d ? - O O w VOJ T o0i O - OZ : O - y ° O T Z E m r O~ m O N -i eg-2 22222 C- - ^W m m m _ - - - l/ v~' ON ~ Nj 3ON r Ao~NO~~ooi-. m T d T N? d d j 5.5 ~7 c OO m' ~ ~ ~ NN r _ Ff)¢ O F S v N S LO 0 0 N N N a U d U i J m Y d J m P),g t,/,/D co I ~ o rn co tl- ~sr sr ~.s LO co C\j zt~ 4 W co LO a an TRI RM Im M I~ LO ^co g o c a> E L CD (D Co _a -0 E c C Z c Co c \V J _ 7 V) U ~ O N U co z cC C y C U COL 'C"), N Q- r c C: I - Q~ s '3 m m 5 U G 0 U) 0) ;o 77 5 ` s A M ~4 l 14" V C a 72 C a c L N N + LO O O N co N r C LO m C Y a J 2 in d w c d E r .4 N U) E O~ \ O N co rn C N E d W C E O U ai 0 Q n c O E 0 w c = X CC' O o ii U O o _ c cn o c r c E O E n c p c E S _ (dD mw C O J L6 O N p n O Q z J a c E z m a5 D a) U CU _ r w q p. N J E N O LS O - . C om C C _ O II O U /r O \V Q p W U O to lY M ( t LO N 'p AA V (O i7 w130 O ~ O M i l -1 ItIII= @tlt LL N Ii I~ N I` I~ LL_. LL n W LO r N O ~ I p~ r 00 N Itl IL/.t~_ ~ W (n W Cl) N O N C O O N O co O N ICI I LL N ICI V.2 LL f` M N O ti N 0 N N 6i ILc6 N (m m co W Il U) U) ] LO r ~f ° m 00 0) ~C ~ ~ ItJ.1L'~ N I` I~ LL LL ;L 4971 co m IU~l CC) 6 -1: (O W N II' O 0) ll" U m M I1 m h LL ~I O N i`I I ~MOrn _O N LID 11 " I1 N M p 11 11 I~ LL ~r 00 N C~ N N \~P D7 m co N 11 r N r •N II li 1~ LL M N M m N t/ LL N UL co O I.. N II LL v LO N C (O LO O ICI IL/.'~ 14 LL U ito O rT° } A ~s V~l t4 ib M M LO tb O r _ (o O LL LL v- r-- CD CO w~ w - (o o p comrn o o : (0 0 o CY) ( co . CD di 141t- IL LL ~ . t LL (L r r CO LO Lo d' L" V N ti O to N a' 11 co l - In - co I 4' I % X51 li tL I`I f u V)~ N It O ',-0- M O ti C) O N N O O) W 1 C'i N I` lull II Sg~. cn 11 U- 2 C~ Of- u- Ic N ~ ILI1.~ LL g v m N LO N II ICI II LL i Cf) rl~ a y C O U co U J co co N C) Q g(d , GPi- Rij Ltd LO [~~f LOA X131 N g Jf { d C f0 0o N can a' ' 6? c-- o o~ O - a C r , QQ N cO ~ Oji t17~ >PM \ M Il Irll.'~ C? 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N N N N II 1 N I I I IN I+ V Iyl 1' IN L 1 11 C o U y6 C LLUr-~,~ -Ll_--cG-cG • - _ LL- Z _ t~5_ bi T (q cn " ® e® 9-aI "s =in E Q 6S Z 0 (D p y " - U N N 3 _ m . ~ N M Cl) ;.MN / U) N W ( = N O . M t N II I` N 1 11 1 II ^ V+ « 0 W m 11 I ~ Li N S S N 5 5S ~ r N , 7 ® - o - N U y D co o _@ 9 i6 U) ID L m Lq . J N E CEO IL I CU W N Q. Q J E - a - 9 I s 6 W m E trL- UL' ° Q Q 0 w U) m w ZL L000 0-=i4NS E LO LIP ecl-l"Cli, C 00 O N IV c OAT ~ ~ co N O co O a. d c d 6) ~d' req O p N M O 11 M to r OM 011 r II ` 11 11 O M O IN II FL ~N IJ- `L~ N N !L 11 11 II fV0 Lo c6 C, ca If III ___cu 0 l0 N L iN S S_-IN- O '~f~~ sss s Y to M N co A O (LO tOCp CO N NO 'O CL N ch 1" - O - _O 1- Lo O N 't r- co C) c~ ,E L U u:, - i L > m o V Q O N N CD N W (raj III (O N rT (51 co 1 ~ 1 (0 0 LO I 19 I` I n li IFS,,' p I~ N 4) of LL s ~N S S iN S S' iN S S' - N j W U3 _ U) - U) _ r T- CO U) V) Rat v w - m O E -I N a) 11J C~ o c? 00 co In 0) CO N c0 I M d. O O M _O N M : N N 1 h I I O N i II 11 p ii 1~1. I I I I II I` II II Cl) .2 N C IC~® N S N -cn d ~ O W M M co O M W : (n M I N J f0 M N r9 M r N f 0 N O CO O(RL O i01 (n 11 11 L c M I ® Ii II LO N l i i` II m m CR loo r- 0 c Q c a 1` I I 1` I I i i` n ,n II (i { u n CL -0401- o =3 43~ o U 'D c0 O }1 p r9 N fD ! O t` cl; CP- U O Q W N (O (q W M O M - O . Co a Id! 1~1 III I it II rn m O s C W cy) 0) C 'O ~t O N W O a N E C, (0 iq N N r r r V L6 N N p N n i I n I` n I` 101 L 11 L I%n~ qy~ ic: pC U L ) Il__G-G~ iN S S • Co 9z£0 ooOYO=a Q O m L'OZ= N N I~ N W (o et ! to LO id N 30 O 1) c6 i M 7 N M N C W d Ij I II,Y (il If II II i` i 11 N f!] N N N N V g 3 ~ YV~ I II C) o 0 .0 o Q 3 "z ° W O Z N mP, N E - s : (0 ui •E W Ii L I 7 O. (6 N Lo - -NNW Q M o 9Z10000 Qns 3 m .16 > m m U d J 0 W U) W- 5£Zoo00 o-=AAis O N O N Oi ~ ~ 11 i t 1` I I u ~N S LO to LO O O N W N f a U CT C Y m a m CT C Y co a m N J tp M CO CO CO LO O N CO 17 M O j C N -f m " N I~ v N I ~ > r SS r LL LL ~ 7 ' O f6 -tom O J ~ O CX7 O M ~ N O N N I II IV II II Ili I N U C~ LL LL ---fit _0 m WN , O J N 00 CYO Q r' O CO O y ~ry O N O m (p O 7 N N I N 1~I I LL LL O N E J N W rn 03 f ` e-• ~j N U C N N 1 N L 1 a1 NTH LL J N cN-• . c a J co 11 ~ m 00 CO O CO Lo f/i (n p 0 r W O 'ch O 3 75 O N I` I I LL N I~ I N I.I It/b ` LL > -o m ~L m J N LO 07 M ~ LO CA (O N C E ~ p M N 'a' M •O L" II I` 1 it I~ I L L L L Cn -ea Ln ' ~ C E 7 , U 0 ° m ai O O I > J O U C Q co M t1. ~ O 2 O 7 N M a N E N N O I N 1` Its LL _!~w LL C ICJ U r. '2 co U') CA O N O 5 - 7 C O L y 'O 10 C ui N M I` II II li II N 1 1 4 14 1 LL LL o rn m tU E ~ r 0 3 0 m J y to N N LL _O to OC) C.0 d W N N CO ui O N II O J t i{ Z m E NII 11 I} 1 II LL LL a) N In O U Q o N m z m L al tn E - Lf1' N N O D w v M M Ilt~ _ O CO, m N 0 LL E~~ ° 9S'S~ o _ =JWS -~now cn ~ 68'6 2 O_ l(O~V N I) i!" I`~I~~- O t9 N w, LL Ull~ II LL : a a? O co ~ (R (A CR M ~ u-, IL/1Y N O p LL X21 -LL 22L 80L= W 9-98 6 "8-=JWS 8'9 6=z=l N L, r ^ CD Lq O L O N I` I N Iu Y1' LL . LL ~ m N I- M V. Il~ ~ N 00 N r N if 11 r O 1 'I 5t LL LL _co to N n ~ r CO O co Cn O I o N I N LL ~ LL t° e~ CO O 0) C O 14 M N O I~ N LL 21 LL ~ 21 j CO M r M ti M Ce) O ~ V ~ M N N iL Iv >Y N . LL LL O) Cb •N N O N ~ I~ ~ li I~ LL LL SSS~E-- r- O CO N VN 0 M .9 Q P y f4k co a. to C O U m CD m C 'a O J d U 7 d C J ~ 3'; O d t~ O Vail's Front Door Parking Mid Parking Lid COLUMN REACTIONS TO?rAH-C7 ~ L 27°t,7 ~5~7 ID Dead Fz 1 Fz 2 Live Fz 1 Fz 2 2 58.29 23.2 24.18 3.48 4 254.9 105 145.6 26 5 285.8 90.8 51.15 22.6 9 240.4 85.1 97.59 21 10 213.3 85.4 110.9 21.2 11 132.69 62.6 12.2 15.3 13 254.5 70.6 43.74 17.3 14 288.3 107 130.3 26.8 15 188.8 90.9 76.19 22.5 16 381.1 66.7 68.79 16.3 18 258.1 76.9 57.79 18.9 19 300.1 114 151 28.5 20 224.6 96.2 64.11 23.9 21 389 70.5 74.89 17.3 23 153.8 56.5 58.54 13.7 24 188.2 75.2 92.34 18.5 25 186.1 59.9 32.39 14.6 26 82.36 48.1 15.99 11.6 27 266.5 0 53.79 101 29 191.1 76 128.4 18.7 30 308.3 112 108.1 27.9 . 31 274.9 88.2 49.36 21.9 32 204.1 69.7 43.47 17.1 35 226.5 85.2 142.4 21.1 36 458.2 132 110.6 33.2 37 371 107 60.17 26.8 38 251 82.7 52.44 20.4 41 216.7 22.6 106 5.19 42 433.6 107 80.53 26.7 43 300.7 88.7 47.8 22 44 203.7 67.7 42.2 16.6 47 220.7 66.4 37.61 16.2 48 193.6 56.1 39.76 13.6 . 49 243.6 85.1 58.29 16.7 50 238.9 39.4 41.7 9.72 51 40.23 79.5 4.838 19.5 54 84.71 96.1 17.9 24 Zfo~ J ~"4,S 5-90 lo, a ~)tDS IN ~1~s ~ I~ac~Dr 5500.02 LLG 12/21/05 WA Vail's Front Door Parking Mid Parking Lid COLUMN REACTIONS Ta ~ ~~s ~ L ID Dead Mx 1 Mx 2 Mx 1 Live Mx 2 2 6.326 61.9 2.612 11.1 4 -57.34 -21.3 -42.1 -5.36 5 37.89 8.42 13.01 2.18 9 44.19 19.8 44.76 5.19 10 -57.86 -22.7 -51.03 -5.85 11 26.08 6.74 14.83 1.79 13 52.55 16.6 7.104 4.37 14 0.1963 6.01 40.51 1.53 15 -90.14 -18.8 -54.51 -4.83 16 -124 -16.1 -25.96 -4.15 18 54.69 20.5 14.73 5.29 19 13.67 2.61 14.68 0.685 20 -103.8 -18 -37.44 -4.64 21 115 13.9 23.68 0.135 23 30.54 15.2 20.78 3.94 24 32.4 2.35 -14.04 0.618 25 -65.84 -17.8 -12.08 -4.58 26 27.68 7.04 5.684 1.85 27 -31.58 0 -6.972 0 29 37.39 20.2 32.65 5.23 30 37.23 2.82 -28.69 0.74 31 -71.49 -21.2 -9.046 -5.46 32 33.8 8.32 5.491 2.16 35 47.2 22.2 27.9 5.73 36 22.18 5.54 -5.692 1.45 37 -41.29 -23.9 -4.925 -6.16 38 38.72 8.54 6.517 2.21 41 49.72 -3.03 17.53 -0.816 42 4.47 22 -4.54 5.68 43 -33.04 -22.7 -4.563 -5.85 44 42.07 8.82 7.4 2.28 47 -27.29 -22.7 -3.949 -4.68 48 36.67 10.7 6.733 2.75 49 16.9 -16.6 3.708 -0.486 50 8.947 -5.83 0.09218 -2.47 51 4.736 22.3 0.7204 5.81 54 12.71 -0.0615 2.645 -0.0295 q0,1 "5 31,e 7,0 Z'ZS 45, 4, Loy-'as !N u, A- ot 5500.02 LLG 12/21/05 PAS,; Vail's Front Door Parking Mid Parking Lid COLUMN REACTIONS Tco 1- 5 D L ID Dead M 1 M y2 M 1 Live M y2 2 -1.222 -5.45 -0.5807 -1.48 4 -2.339 -2.66 -1.142 -0.816 5 35.1 3.76 8.185 0.94 9 23.21 11.5 8.411 2.87 10 24.97 14 11.39 3.62 11 21.28 10.1 5.502 2.61 13 -18.34 -8.94 -3.961 -2.33 14 -27.57 -16.1 -13.28 -4.14 15 -29.38 -14.7 -8.69 -3.8 16 84.99 0.704 20.99 0.195 18 17.15 6.68 3.127 1.72 19 23.02 13.8 10.83 3.55 20 23.24 12.7 7.867 3.28 21 84.97 0.486 19.03 3.57 23 -1.077 -0.454 -0.6701 0.117 24 -2.755 _ -0.959 -0.8296 0.247 25 -3.449 -0.695 -0.9366 -0.179 26 -3.552 -0.701 -1.02 -0.181 27 129.4 0 26.56 119 29 -8.099 -5.59 -8.183 -1.44 30 -16.89 -11.1 -3.72 -2.86 31 -16.56 -9.67 -3.326 -2.5 32 -20.66 -7.54 -4.29 -1.95 35 0.5188 1.93 2.087 0.504 36 -0.8854 1.88 0.4972 0.501 37 -0.2217 -0.192 0.3441 -0.0481 38 2.576 -0.11 0.6131 -0.0287 41 4.694 0.989 4.425 0.323 42 2.746 5.69 0.5642 1.41 43 6.135 10.6 1.061 2.74 44 21.47 8.5 4.447 2.19 47 -0.1231 -4.48 -0.1005 -1.16 48 -15.41 -4 -3.14 -1.03 49 2.941 0.379 1.335 0.682 50 9.293 7.61 1.596 2.02 51 5.89 5.83 0.7226 -1.5 54 6.942 -3.62 1.473 -0.929 q,`4 8,7 Z10/ 2G1(, LYT* 5500.02 LLG 12/21/05 A Yw Vail's Front Door Parking COLUMN REACTIONS 5500.02 Mid Parking Lid LLG 12/21/05 ID F C-1) Mx My 2 161 105.5 10.1 4 796 151.8 5.2 5 653 75.2 63.1 9 657 138.0 46.8 10 643 167.8 54.3 11 320 61.7 39.1 13 559 85.6 32.4 14 820 69.1 61.2 15 559 218.9 55.9 16 772 217.7 154.7 18 599 101.6 29.3 19 885 44.1 50.6 20 599 209.0 45.9 21 800 201.3 151.3 23 417 78.1 2.6 24 557 69.2 5.3 25 424 112.7 6.4 26 230 48.4 6.7 27 636 56.1 226.3 29 624 107.9 25.2 30 820 100.9 30.0 31 629 115.5 28.8 32 486 56.7 36.2 35 714 113.5 4.3 36 1071 40.7 3.5 37 817 66.2 0.9 38 591 65.3 4.6 41 524 99.4 14.1 42 939 40.5 10.4 43 664 54.0 19.5 44 480 71.5 37.6 47 493 44.9 8.2 48 440 62.8 26.9 49 588 30.0 6.4 50 477 12.7 15.7 51 209 41.1 10.7 54 324 22.3 12.2 L 1,~D+ M~13 paX ~;P,q tt C~'t .tU C~ r c°~, M Title : Job # Dsgnr: Date: 1:43PM, 28, DEC 05 Description Scope User: KW-0606238, Ver5.8.0, 1-Dec-2003 Rectangular Concrete Column Page 1 (c)1983.2003 ENERCALC Engineering Software vfd parking.ecw:Calculations Description Column Mid Lid 36 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Width 14.000 in f'c 5,000.0 psi Total Height 16.000 ft Depth 24.000 in Fy 60,000.0 psi Unbraced Length 14.000 ft Rebar: Seismic Zone 1 Eff. Length Factor 1.000 4- # 10 d= 1.500 in LL & ST Loads Act Separately Column is UNBRACED 4- # 10 d= 22.500 in Delta:S 1.00 2- #10 d= 6.000 in 2- #10 d= 12.000 in 2 - #10 d= 18.000 in e: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 590.000 k 143.800 k k in Applied Moments... @ Top 22.200 k-ft -5.600 k-ft k-ft @ Bottom k-ft k-ft k-ft Summary 14.00 x 24.00in Column, Rebar: 4410 @ 1.50in, 4410 @ 22.50in, 2410 @ 6.00in, 2410 @ 12.00in ACI C-1 ACI C-2 ACI C-3 Applied : Pu : Max Factored 1,070.46 k 619.50 k 531.00 k Allowable : Pn * Phi @ Design Ecc. 1,258.00 k 1,258.00 k 1,258.00 k M-critical 139.31 k-ft 91.45 k-ft 78.39 k-ft Combined Eccentricity 1.562 in 1.772 in 1.772 in Magnification Factor 1.17 1.10 1.09 Design Eccentricity 1.821 in 1.953 in 1.925 in Magnified Design Moment 162.44 k-ft 100.83 k-ft 85.18 k-ft Po * .80 1,935.39 k 1,935.39 k 1,935.39 k P : Balanced 621.46 k 621.46 k 621.46 k Ecc : Balanced 18.187 in 18.187 in 18.187 in Slenderness perAC1318-95 Section 10.12& 10.13 Actual k Lu / r 40.000 Elastic Modulus 4,030.5 ksi Beta 0.800 ACI Ea. C-1 ACI Ea. C-2 ACI Ea. C-3 Neutral Axis Distance 28.1850 in 27.8450 in 27.9200 in Phi 0.6500 0.6500 0.6500 Max Limit kl/r 22.0000 22.0000 22.0000 Beta = M:sustained/M:max 0.7716 1.0000 1.0000 Cm 1.0000 1.0000 1.0000 El / 1000 28,667.59 25,394.19 25,394.19 Pc : piA2 E I / (k Lu)A2 10,024.72 8,880.05 8,880.05 alpha: MaxPu / (.75 Pc) 0.1424 0.0930 0.0797 Delta 1.1660 1.1026 1.0866 Ecc: Ecc Loads + Moments 1.562 1.772 1.772 in Design Ecc = Ecc * Delta 1.821 1.953 1.925 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C 1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I 1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST 1.100 Column is OK t \sA q I II Title : Job # Dsgnr: Date: 1:43PM, 28 DEC 05 Description Scope : A VA Rev: 580003 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Rectangular Concrete Column Page 1 (c)1983-2003 ENERCALC Engineering Software vfd parking.emCalculations Description Column Mid Lid 27 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Width 24.000 in f'c 5,000.0 psi Total Height 16.000 ft Depth 14.000 in Fy 60,000.0 psi Unbraced Length 14.000 ft Rebar: Seismic Zone 0 Eff. Length Factor 1.000 5- # 10 d= 1.500 in LL & ST Loads Act Separately Column is BRACED 5- # 10 d= 12.500 in 2- #10 d= 4.667 in 2 - # 10 d= 9.333 in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 266.500 k 154.800 k k in Applied Moments... @ Top 129.000 k-ft 26.600 k-ft k-ft @ Bottom k-ft k-ft k-ft IN VAN= ..j Column is OK 24.00 x 14.00in Column, gebar: 5 410 @ 1.50in, 5410 @ 12.50in, 2410 @ 4.67in, 2410 @ 9.33in ACI C-1 ACI C-2 ACI C-3 Applied : Pu : Max Factored 636.26 k 279.83 k 239.85 k Allowable : Pn * Phi @ Design Ecc. 690.87 k 576.86 k 576.86 k M-critical 279.90 k-ft 159.24 k-ft 136.49 k-ft Combined Eccentricity 5.279 in 6.829 in 6.829 in Magnification Factor 1.00 1.00 1.00 Design Eccentricity 5.279 in 6.829 in 6.829 in Magnified Design Moment 279.90 k-ft 159.24 k-ft 136.49 k-ft Po * .80 1,935.39 k 1,935.39 k 1,935.39 k P : Balanced 556.38 k 556.38 k 556.38 k Ecc : Balanced 11.950 in 11.950 in 11.950 in Slenderness perACl318-95 Section 10.12& 10.13 Actual k Lu / r 40.000 Elastic Modulus 54,030.5 ksi Beta 0.800 ACI Ea. C-1 ACI Ea. C-2 ACI Ea. C-3 Neutral Axis Distance 9.5700 in 8.6500 in 8.6500 in Phi 0.6500 0.6500 0.6500 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.5864 1.0000 1.0000 Cm 0.6000 0.6000 0.6000 El / 1000 10,316.98 8,183.40 8,183.40 Pc : piA2 E I / (k Lu)A2 3,607.73 2,861.64 2,861.64 alpha: MaxPu / (.75 Pc) 0.2351 0.1304 0.1118 Delta 1.0000 1.0000 1.0000 Ecc: Ecc Loads + Moments 5.279 6.829 6.829 in Design Ecc = Ecc * Delta 5.279 6.829 6.829 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI 717 C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST * : 1.100 Vail's Front Door Parking COLUMN REACTIONS 5500.02 Mid Parking Lid LLG 12/21/05 Mx/F %J V 1200 800 CL Y 400 LL -50 600 200 50 150 250 350 450 550 Mx (k-ft) riplu FWIW (Z6e 14r2,4 1400 1200 1000 CL 800 LL 600 400 200 0 My/F 0 50 100 150 200 250 300 My (k-ft) f : IZ Sg l~ LO 0 0 N m N r CL U m Y a` J ° J iii cn c O m a U W m E N N O W ° .D U ~ IL U) is iri O C O E W c ~ c D a U Q I..L c U Cf) 9 E E W /~Z c \V c .m o uJ U L o cc CL m Fy ~ ~ c m c a) E U W ~a c N j i.n C O h O o U V aci iv Co (D o EQ a u z ca co to E h O E J C m N J C 'A N vJ N W a~ E 0- N C E V, C ~ C II •cm °3 m N ~ ~ U 0 ° W Cn N AID rt (s a co N 7 W it U) I i No Q~ I' CV '.O ~ J.` to - O I in \ III, O U) I l CICI~,'Con_\i_-I _~rn=M o ~ w m l Cl) i[ a -1\ co N 1., / f N E \ II [n I/ \ j/ Q v C . I ~ \ ~ I I I a) I~ NN ~I I co \ / \1 cp N• I• I / co N N rl- LO C'7-O I c C.j-O N _O N_O o I ~ CEO U) I 1 i- ii A4 ~ i A - Y 0 0 \ I \ c ) • Cl) I I U) Cn N 411 j CC CC) 0: It U) U) 17 \r I I - ' I I 17=0 i Ch.O N 10 U)° V Cn/ A w ~ \ Cn cn ~c co C~ III I~r°~co=off I can / cp Cl) ~ ~ I N -O M it _I~ I I 4-Ln I N-O O m 11 rr U) LO C) N a) N r a U m C Y d a co co 0) C Y CO a a~ O J 2 to a C O O Cl) W Cn C U O) ~ O W U ~ CL U) iri o a~ cr E uNi W N L C Cn O Q U Q ^ d w LL c iri a) N E E W ~ ~ co z C o ~ U L U o co IL m ~ rn c m c N U E a O r/ U W CMa c N j c 0 0 o U c U C) N iv E ED o Co Em ~ O C ~ N N = E N O z CD W Z co E Z I 03 E FD J C J N O C ~ N ~ N //C~~ V~ E O_ O N 7 E ^ - r V+ C ~ C II .m '3 o m O O U 0,,)o di Cn O C) O co=0 2 Cl) n O 7 O 7 CO- 11 rr cr Cn CO ~ n N 0 O CO- II II CO Cl) O O O N N=Q 1-0 N= 11 N- II x Q Cn Cn O O -0 O II C) lr,: CD CY A41. ~l O ✓f 7 CO 1 ~ co L O LO co 0=p= cn co co co O`O N' m C L O' = 1 CO U 4 d I ~ ~ E U) - N -Q)'o m II N m 0 O M fr U) Cl) 00 LO r- r' r N_O N_O Nyp 11 (n U) Cn Cn (D m 6co m ) O C) [t O=0 D1=0 CA`-O r.O N` II cl: U U) ~ O N CND O co co co o L n: o r o 'n n u u Cl) un Cl) Cn O) N O O O r°,O T_O if O.'_O 07.0 if Cn cn cn Cl) O co~ N C: If r Ct) U) U U) _rr Cl) 07 r-~ O II 94; Vail's Front Door Mid Lid Beams MARK ID 1-1 1-1 1-1 1-1 1-1 1-2 1-2 1-2 1-2 1-2 1-3 1-3 1-3 1-3 1-3 1-4 r 1-4 i~l 1-4 1-4 1-4 1-5 (L} 1-5 1-5 1-5 1-5 1-6 1-6 1-6 1-6 1-6 1-7 1-7 1-7 1-7 1-7 1-8 1-8 1-8 1-8 1-8 SHEAR REINFORCEMENT Section As V Density. (inches) s (in) 1 0.06225 4.0 2 0.03182 3 0 12.6 4 0.03182 5 0.09896 1 0.03182 4.6 2 0 3 0.03182 10.3 4 0.03885 5 0.08705 1 0.1823 2.1 2 0.05337 3 0 6.3 4 0.064 5 0.1918 1. 0.09662 4.1 2 0.07575 3 0.03445 5.3 4 0.02828 5 0.02828 1 0.09381 3.1 2 0.02121 3 0 14.0 4 0.02864 5 0.1287 1 0.1264 3.2 2 0.02121 3' 0 18.9 4 0.02121 5 0.1166 1 0.1087 3.7 2 0.02883 3 0 13.9 4 0.02121 5 0.08677 1 0.06208 6.4 2. 0.02658 3 0.02121 15.0 4 0 5 0.02121 As (in2) = 0.4 (1) #4 5500.02 LLG 1/6/2006 shear 1 Lidmidbeamshear.xls All Vail's Front Door Mid Lid Beams SHEAR REINFORCEMENT MARK ID Section As V Density. (inches) s (in) 2-1 1 0.1005 2.8 2-1 2 0.02121 2-1 3 0 5.9 2-1 4 0.06736 2-1 5 0.1406 2-2 1 0.1818 2.2 2-2 2 0.09348 2-2 3 0.02121 4.3 2-2 4 0.02361 2-2 5 0.1068 2-3 1 0.04948 5.4 2-3 2 0.02121 2-3 3 0 12.3 2-3 4 0.03261 2-3 5 0.07358 2-4 1 0.1369 2.9 2-4 2 0.05378 2-4 3 0 7.1 2-4 4 0.05626 2-4 5 0.1357 2-5 1 0.08278 4.8 N 2-5 2 0.03891 2-5 3 0.02121 10.3 2-5 4 0.02121 2-5 5 0.02121 ~j 2-6 1 0.0384 5.4 DO 2-6 2 0.02121 2-6 3 0 14.4 2-6 4 0.02784 2-6 5 0.07472 2-7 1 0.1062 2.9 2-7 2 0.03007 2-7 3 0 6.8 2-7 4 0.05912 2-7 5 0.1393 2-8 1 0.1671 2.4 2-8 2 0.07344 2-8 3 0 5.4 2-8 4 0.05504 2-8 5 0.1445 2-9 1 0.09476 4.2 2-9 2 0.03094 2-9 3 0.02121 12.9 2-9 4 0.02121 2-9 5 0.0668 2-10 1 0.104 3.8 2-10 2 0.05141 2-10 3 0.02121 7.8 2-10 4 0.02121 2-10 5 0.05023 As (in2) = 0.4 (1) #4 5500.02 LLG 1/6/2006 shear 2 Lidmidbeamshear. xls H445~ Vail's Front Door Mid Lid Beams SHEAR REINFORCEMENT MARK ID Section As V Density. (inches) s (in) 3-1 1 0.02121 5.3 3-1 2 0 3-1 3 0.02121 17.4 3-1 4 0.02303 3-1 5 0.07534 3-2 1 0.08259 4.8 3-2 2 0.02638 3-2 3 0 15.2 3-2 4 0.02121 3-2 5 0.06191 3-3 1 0.02848 8.7 3-3 2 0.02121 3-3 3 0 18.9 3-3 4 0.02121 3-3 5 0.04611 3-4 1 0.09733 4.0 3-4 2 0.03139 3-4 3 0 11.6 3-4 4 0.03459 3-4 5 0.1007 3-5 1 0.0581 6.9 3-5 2 0.02276 3-5 3 0.02121 17.6 3-5 4 0 3-5 5 0.02121 3-6 1 0.02287 6.2 3-6 2 0.02121 3-6 3 0 15.6 3-6 4 0.02568 3-6 5 0.06485 3-7 1 0.09534 3.9 3-7 2 0.02849 3-7 3 0 11.1 3-7 4 0.03603 3-7 5 0.1032 3-8 1 0.07202 5.6 3-8 2 0.02226 3-8 3 0 18.0 3-8 4 0.02121 3-8 5 0.0483 3-9 1 0.03103 12.9 3-9 2 0.02121 3-9 3 0 18.9 3-9 4 0.02121 3-9 5 0.02121 3-10 1 0.02121 18.9 3-10 2 0.02121 3-10 3 0 18.9 3-10 4 0 3-10 5 0.02121 As (in2) = 0.4 (1) #4 5500.02 LLG 1/6/2006 shear 3 Lidmidbeamshear.xls 94b Vail's Front Door Mid Lid Beams SHEAR REINFORCEMENT MARK ID Section As V Density. (inches) s (in) As (in') = 0.4 (1) #4 4-1 1 0.03709 5.0 4-1 2 0.05193 4-1 3 0.05154 6.1 4-1 4 0.06576 4-1 5 0.07994 4-2 1 0.1554 2.6 4-2 2 0.06561 4-2 3 0 6.1 4-2 4 0.06603 4-2 5 0.1558 4-3 1 0.0746 5.4 4-3 2 0.03111 4-3 3 0 12.9 4-3 4 0.02551 4-3 5 0.06909 4-4 1 0.1475 2.7 4-4 2 0.05835 4-4 3 0 6.3 4-4 4 0.06341 4-4 5 0.1472 4-5 1 0.09061 4.4 4-5 2 0.04533 4-5 3 0.02121 8.8 cJ 4-5 4 0.02121 4-5 5 0.02121 4-6 1 0.04363 4.2 4-6 2 0.02121 (v 4-6 3 0 8.6 n 1 ~ , 4-6 4 0.04661 • 4-6 5 0.09512 4-7 1 0.1325 2.8 4-7 2 0.04953 4-7 3 0 6.7 4-7 4 0.06012 4-7 5 0.1432 4-8 1 0.07149 5.6 4-8 2 0.02121 4-8 3 0 18.9 4-8 4 0.02121 4-8 5 0.05573 4-9 1 0.06002 6.7 4-9 2 0.02121 4-9 3 0 18.9 4-9 4 0.02121 4-9 5 0.02757 4-10 1 0.0262 15.3 4-10 2 0.02554 4-10 3 0.02121 15.7 4-10 4 0 4-10 5 0 5500.02 LLG 1/6/2006 shear 4 Lidmidbeamshear.xls 441 Vail's Front Door Mid Lid Beams MARK -ic SHEAR REINFORCEMENT ID Section As V Density. (inches) s (in) 5-1 1 0 5.5 5-1 2 0 5-1 3 0.02121 9.9 5-1 4 0.0406 5-1 5 0.07285 5-2 1 0.1298 3.1 5-2 2 0.04882 5-2 3 0 7.8 5-2 4 0.05106 5-2 5 0.1292 5-3 1 0.07811 5.1 5-3 2 0.03572 5-3 3 0.02121 11.2 5-3 4 0.02121 5-3 5 0.02121 5-4 1 0.04229 4.9 5-4 2 0.02121 5-4 3 0 11.6 5-4 4 0.0346 5-4 5 0.08124 5-5 1 0.112 2.8 5-5 2 0.03236 5-5 3 0 6.5 5-5 4 0.06108 5-5 5 0.1426 5-6 1 0.1783 2.1 5-6 2 0.07327 5-6 3 0 4.7 5-6 4 0.08423 5-6 5 0.1891 5-7 1 0.1943 2.1 5-7 2 0.08493 5-7 3 0.02121 4.7 5-7 4 0.02121 5-7 5 0.09123 As (in2) = 0.4 (1) #4 5500.02 LLG 1/6/2006 shear 5 Lidmidbeamshear.xls a CD (D D v w V) Ul cn 0 O O N / D z G) / 0 0 0 LO N N ~O N O O Ul -L~ N W N D 3 I T4i I s `dV ~ rr i i o oil y~ Q It jr R g@ \ r E 3 Lj . . : 950 Beam Frames.cpt - 12/31/2005 Mesh Input: Standard Plan ,esh Input: User Notes; User Lines; User Dimensions; Slab Areas; Beams; Beam Hatching; Beam Dimensions; Line Supports; Columns Below; Drawing Import: User Notes; User Lines; User Dimensions; Design Strip: Banded DSSs; Scale = 1:350 Mesh Input: Standard Plan - 1 IAV Mesh Input: Standard Plan (2) Beam 27 Beam 26 Beam 25 Beam 24 Beam 23 Beam Frames.cpt- 12/31/2005 Mesh Input: Standard Plan - 2 Beam Frames.cpt- 12/31/2005 Design Summary: Banded Bottom Reinforcement Plan ,esign Summary: User Notes; User Lines; User Dimensions; Banded DSS Designs; DSS Design Bottom Bars; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Design Strip: Banded DSSs; DSS Numbers; Scale = 1:250 ~b x21.5 $9 -Al Design Summary: Banded Bottom Reinforcement Plan - 1 0 Beam Frames.cpt - 12/31/2005 Design Summary: Banded Bottom Reinforcement Plan (2) )SS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Desi Elements; Slab Element Edges; x 1#10x3 B. Design Summary: Banded Bottom Reinforcement Plan - 2 Design Summary: Banded Top Reinforcement Plan Beam Frames.cpt- 12/31/2005 )esign Summary: User Notes; User Lines; User Dimensions; Banded DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Banded DS D Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Design Strip: Banded DSSs; DSS Numbers; Scale = 1:350 1 #9 x 3.5 T. 18#9x 16.5 T. 22 #10 x 13.5 T.22 #9 x 18 T. 11 #9x9T. 9#9x6" s x .7#9xrT nun.. - 7#9x67.3#9x37- 10#9x6T. 4#9x4T. 8#9x8T. 12#9x8.5 T. 10#9x6 17 #9x8.5 T. --2F#9x19 T.9#9x6T. -9#9x9T-4#9x4:5779#9x67. 12#9x6T. - 3#9x4T. 7#9x6T.2#9x2.57 8#9x6T. 4#9x4T. 7#9x8T. 9#9x6T.1 9 #9 x 7.5 T.9 #9 x 8.5 T. --4 #9 x 19 T. 8 #9 x 6 T. -7#9x9" 4#9x437.-8#9x6T. -8#9x8.5T.9x6 38 4#9x57. 5#9x4.5 T. 9#9x6T.5#9x5.57 8#10x6T.4#10x4T. 8#9x8T. 10#9x6T. 3#T!R#9Fx6T. ---4-#9x19T.8#10x6T. -7#10x97 4#9x4:5-T-9#9x6T -8#9x8.579x_6 i 8#9x9T.9#9x6T.#9x67.$#9 x9T-4#9x4-3-T.-8#9x16 #9x8.57.10#10 x6 T. 8-5" F F - F R L'I 4141 + 4 a~ Design Summary: Banded Top Reinforcement Plan - 1 W Beam Frames.cpt- 12/31/2005 Design Summary: Banded Top Reinforcement Plan (2) 'signs; DS Design AsTop; DS Design AsBottom; r. 7 #9 x 5.5 T. 911 9x8T. -6#9x6.5 T. T. 7#9x6T. 9#9x7.5T7#9x4T. r. 3#9x4T. -5#9x7.5 T-3#9 x4.5 T. F. 4 #9 x 3 T. 1 #9 x 2 T. 6#9x7.5T. --Z#9x5.5T. r. 11#10x7.5 T. 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LC@b#i LO 0 0 N M N CL U N E FO U- E (0 N co N _co a- C N E N U L 0 L.L L cu N ^ ''-C v, Q~ co m cu E E M L U L Q P.N c m cn 0 L'm ip i L'OL C7° t tt'9 @7 t ZZ'6@7t L'OL@7t L'OL@7t 9£'L C7p. t# £t'£ § t# L6'8 @7 t4 L£'8 w t# L'8 @ t# 9L'£@7t#i LL'£@7t#c L81 @7 t# L'0 L @7. t# L'OL @7 t# £9'8 @7 t# 97L @7 t# 9'LL @7t#i 9'9 L @7 t# E 96'L P t,# Z 9L'L ~P t# Z (L 69'L@7t#t~ 66'9 @7 b# Z L'06@7t#Z t7'0 LC t7# Z L'OL@7t#Z 1 tt'6 @7. t# t 1 LL'ZC b#Z~ < L8'L @7 t# Z (E 9'8@7 t# 9t'9@7t# 6L't @7 t# t L8'Z C7p. t# Z L'OL @7 t#! L'OL C@7 t# L'OL@7t#z t9'/- @7 t# t 9£9@71#Z iZ'L C t# Z L'9L @7 t L'9L @~ t L'9L@7t ZL@7t '9 L C74 t, '9 t74 9 L it t# 9L@7 t# 9L@7t# ll@7b# '9l @7 t# tL@7t# ZL @7 t# £'ZL @7 t# L'9L @7 t# NRIO C co 0- E N U -O C m U L cn d c c m T f0 E E 7 U) C m N m in LO 0 0 N M N L L'6 C b# Z L'9L@7b#Z( a m L8"8 @7b#Z( LL E Z'£L@7b#9( CD m 9L'8@7b#9( L'Z L @'~ b# b (f L'9L@7b#Z(i Z'bL~p b#b(S bL"8@717#9(8 9'LL@7b#b( in M 8'ZL @7 b# Z ( . L'ZL@7b#Z( cu a, L'9 L u b# 9 ( ) L"L @7 b# 9 (6). a) E b"ZL b# b (S) L Z'9 L b# Z (b) 9'Z L b# b (9) LL ZL'L @7 b# 9 (6) L cu 9L@7b#9(17) U)66'6 @7 b# Z (L) Q~ co m L}~ ca E E r~ 9b"6 (D b L'ZL @7 ba L" LL bq Z'OL b# 66'9 @7 b# 9" L L @7 b# £8"L @D b# 2 9'LL i b# 96'9 b# LL @7 b# b# 2 M ~6,b M C co E c a) E U 0 c m co L a c co m z m E E c v~ N m 0 C) 0 N M N a U U) E U- P: co a) in L'O L @7 1 9"b L @7 t _ca 0- i-+ 9'9L @7 b OZ @7b E aD L- b°bL b 0 6'8L @7. b; L.L L Co 6-2L @7 b# Q~ 8'9L CD bt CD 69'9 C@° b# 1 Co E"E L @7 b# co 99L@7b# \V E 9L @7 b# E b0"9 @7 b# vJ 9'ZL @7 b# 69"8 @7 b# ~ L'9 L @ b# Q L'9L @7 b# i Z'E L Cp t L'EL@~b 9'OL@7b Zb'6 P b 8 L "9 @7 b# b£'9 @7 b# 9'6 @7 14 LL @7b# 6'OL @7 b# £L'9 @7 b# S L9'9 @7. b# t 8'ZL @7 b# L' C L @7 b# C' C L @7 b# L'OL @7 b# 98'6 i@7 b# 9'LL@7b#i ` t kA v C co a c E U O C fD N t N C fD m T E E 7 C N 0 0 JOB V A ~St.)©' p2 Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCAI F ~ko a V- M O M M LO O O N M N 0) O yv f m O cn i C7 Z f~ Y d i N O O O LA LO i Lf) m 0 E QU 3 2 i L Q~ Q) i U mo Monroe & Newell Engineers, Inc. JOB SHEET NO. CALCULATED BY OF DATE CHECKED BY DATE ¢cci F 0 0 N M a U N Y N a a co J Q m c m D 15 0 CL 3 0 m E 7 O U 'o a N 7 O U 3 0 a, m E m 0 m E m y CO Q cu (6 N L c o c a E c 0 `v N 4..i D ) C U N ~ J 0 d Z D C) U) N V' a c u r (D V) Ab4~ C CL co C cc L (D C L O 0 N M a U V) (D E co N C C H m a J Q CZ C m L O a) co _N (6 N L O Q Q vJ C J N C O .N C N E ~ cu 0 I..L O O co '2 iii co co o ~ co c CO N .O c CO N m a-+ E Q.N C Z) o rn 77 .C a (q ~ n N O U U) L S t Q i f t+~ 1 lti C CL C cn a _c r N 2 Monroe & Newell Engineers, Inc. Title : Vail's Front Door Ds NEL Job # 5500.2 9nr: Date: 5:45PM, 3 JAN 06 Description : Parking Garage and Loading Dock Building A i Scope : User: KW-0600365, Ver5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description B21 General Information Fy 60,000.0 psi f'c 5,000.0 psi Concrete Member Information Description Span ft 28.17 Beam Width in 18.00 Beam Depth in 72.00 End Fixity Pin-Pin Reinforcing Center Area 5.OOin2 Loads Using Live L Dead Load Live Load Point #1 DL LL @X Point #2 DL LL @X Point #3 DL LL @X Results Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi Bar Depth 68.00in Left Area 5.00in2 Bar Depth 4.00in Right Area 6.00in2 Bar Depth 4.00in Multi-Span Concrete Beam Page 1 A.ECW:Lid @ Mid Level Park Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 Stirrup Fy 60,000.0 psi ACI Live Load Factor 1,70 18.25 19.50 28.17 28.17 18.00 18.00 18.00 18.00 72.00 72.00 72.00 72.00 Pin-Pin Pin-Pin Pin-Pin Pin-Pin 5.00in2 5.00in2 6.00in2 6 00in2 68.00in 68.00in 68.00in . 68.00in 6.00in2 5.00in2 5.00in2 8 00in2 4.00in 4.00in 4.00in . 4.00in 5.00in2 5.00in2 8.00in2 5.00in2 4.00in 4.00in 4.00in 4.00in This Span Yes Yes Yes Yes Yes k/ft 2.100 2.100 2.100 2.100 2 100 k/ft 0.100 0.100 0.100 0.100 . 0.100 k 70.000 106.000 124.000 143.000 106 000 k 13.000 20.000 23.000 23.000 . 20 000 ft 7.500 8.400 9.600 9.900 . 0.100 k 89.000 115.000 133.000 80.000 115 000 k 16.000 21.000 25.000 15.000 . 21 000 ft 17.200 18.150 19.300 17.400 . 10.800 k 98.000 k 18.000 126.000 ft 26.900 0.000 0.000 0.000 23.000 21.600 Beam OK Beam OK Beam OK Beam OK Beam OK k-ft 1,063.38 139.84 526.55 980.40 1 387 82 ft 10.14 8.39 9.62 9.95 , . 21 59 k-ft 1,482.84 1,482.84 1,482.84 1,768.16 . 1,768.16 k-ft 0.00 -1,314.47 -248.90 -1,119.48 -1 790.53 k-ft 1,482.84 1,768.16 1,482.84 1,482.84 , 2,327.58 k-ft -1,314.47 -248.90 -1,119.48 -1,790.53 0 00 k-ft 1,768.16 1,482.84 1,482.84 2,327.58 . 1,482.84 Bending OK Bending OK Bending OK Bendin OK B d' Shear @ Left 9 en Ing OK k 151.91 186.29 96.01 227.73 460.64 Shear @ Right k 375.39 249.57 406.04 236.67 221.56 Reactions & Deflections DL @ Left k 91 97 LL @ Left k 13.62 Total @ Left k 105.59 DL @ Right k 336.46 LL @ Right k 53.32 Total @ Right k 389.78 Max. Deflection in -0.075 @ X = ft 12.77 Inertia : Effective in4 308,668.30 336.46 204.64 379.09 417.06 53.32 34.75 60.61 66.72 389.78 239.39 439.70 483.78 204.64 379.09 417.06 132.50 34.75 60.61 66.72 21.21 239.39 439.70 483.78 153.71 0.007 -0.005 -0.056 -0.126 4.38 8.32 12.39 15.96 308,668.30 423,857.84 212,070.22 212,070.22 A Monroe & Newell Engineers, Inc. Title : Vail's Front Door , - `t User: KW-0600365, Ver5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description B21 Shear Stirrups Job # 5500.02 Dsgnr: NEL Date: 5:45PM, 3 JAN 06 Description : Parking Garage and Loading Dock Building A Scope Multi-Span Concrete Beam Page 2 A ECW:Lid Mid Level Park Stirrup Rebar Area Spacing @ Left 0.400 0.400 0 .400 0.400 Spacing @ 2'L 24.00 24.00 21.99 12.21 . Spacing @ .4'L 7 24.00 24 00 24.00 ' 21.99 12,21 Spacing @ .6'L in Not . Not Req'd Not Req d 24 0 Not Req'd ' Not Req'd Spacing @ .8'L .00 Not Req'd . 0 24 0 Not Req d Not Req'd Spacing @ Right in 24.00 Not Req'd . 0 24 00 19.26 24.00 Query Values . 19.26 24.00 Location Moment ft 0.00 0.00 0.00 0 0 00 Shear k -ft k 0.0 1,314.5 -248.9 -1,11 9.5 . -1,790.5 Deflection 151.9 186.3 96.0. 227.7 460.6 in 0.0000 0.0000 0.0000 0.0000 0.0000 1 1 I r ~ 1 1 I 1 1 . ~I 1 1 I 1 ; ; ; U 1 1 I ; , \ 1 r ~r I 1 1 1 1 1 I ' I I 1 ; I I -'I 1 1 r- _ _ _J1 - 1 1 I 1 1 \ _ I r_- - I l q I 1 1 \ ~ n1 1 1; ` l 1 IJq I I ' I 1 I ID ; ' 111 W ' I 1 Ilo 1 1 I I I r ; 1 OK ' ' 1 1 I r - ; t o " - -i f------- F----~ I ' I ; ~1y. _ 1 I _ YrTT ( Z;N 1 I x I ; I 1 ; I 1 ~ ~ J~w i i~\I ~ I i i I 1 i _ 1 1 / ; I ; I I L____ ' I I l i JI ; ~ i 1 I ' I i i - / ; j III n , a r_ ______________r 'A - --fir=J ; - - - - ~ - __i_ r_ 1 ~ 1 1 / 1 I ft{f , ~ . I 40 .j. I ' I 1 I I r---------~-- m ; ✓ / 1 , 1 r I. 1 I 1 I I ~q - - ; I T13ri¢7fS - 1 1 i 1 ' 1 ,\W'3J 00 ~Ql 1 I al ~ I I < I~ i I i 1 ° q:~":d %AV • , l0 I I QI m a ,yy Lr) T 1 I i ♦ , , I I I 1 I j I V,A ~ Q I Monroe & Newell Engineers, Inc. Title : Vail's Front Door Job # 5500.02 Dsgnr: NEL Date: 6:03PM, 3 JAN 06 Description : Parking Garage and Loading Dock Building A Scope: User: KM 00365, Ver5.8.0, 1-Dec-2003 Multi-Span Concrete Beam Page 1 (c)1983-2003 ENERCALC Engineering Software A.ECW:Lid 0 Mid Level Park Description Beam 22 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 f'c 5,000.0 psi Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.70 Concrete Member Information Description 1 2 3 4 5 6 Span ft 31.75 20.16 35.92 11.67 33.25 21.67 Beam Width in 30.00 18.00 18.00 18.00 18.00 18.00 Beam Depth in 39.00 48.00 48.00 48.00 48.00 48.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Reinforcing Center Area 18.00in2 1.00in2 12.00in2 1.00in2 12.00in2 6.00in2 Bar Depth 35.00in 45.50in 45.50in 45.50in 44.00in 45.50in Left Area 1.00in2 16.00in2 14.00in2 12.00in2 10.00in2 10.00in2 . Bar Depth 2.50in 4.00in 4.00in 4.00in 4:00in 4.00in Right Area 16.00in2 16.00in2 12.00in2 10.00in2 10.00in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Loads Using Live Load This Span Yes Yes Yes Yes Yes Yes Dead Load k/ft 2.100 1.400 1.400 1.400 1.400 1.400 Live Load k/ft 0.150 0.150 0.150 0.150 0.150 0.150 Dead Load k/ft 124.000 Live Load k/ft 25.000 Start ft 0.000 0.000 31.420 0.000 0.000 0.000 End ft 0.000 0.000 32.420 0.000 0.000 0.000 Point #1 DL k 97.500 69.500 69.500 85.000 85.000 32.000 LL k 53.500 47.500 47.500 17.000 17.000 5.000 @ X ft 3.830 2.000 1.920 0.500 10.000 6.670 Point #2 DL k 81.500 175.000 69.000 77.000 85.000 85.000 LL k 49.500 32.000 29.000 24.000 17.000 17.000 @ X ft 13.830 6.830 5.670 3.330 10.000 6.750 Point #3 DL k 69.500 69.500 69.500 85.000 85.000 85.000 LL k 47.500 47.500 47.500 17.000 17.000 17.000 @ X ft 23.830 12.000 11.920 11.500 10:000 16.750 Point #4 DL k 69.500 LL k 47.500 @ X ft 0.000 0.000 21.920 0.000 0.000 0.000 Results Beam OK Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 2,081.69 0.00 1,606.32 0.00 1,888.57 628.07 @ X = ft 13.76 0.00 21.55 0.00 9.97 16.76 Mn * Phi k-ft 2,470.24 202.83 2,186.70 202.83 2,105.70 1,160.79 Max @ Left End k-ft 0.00 -2,210.62 -2,194.28 -1,982.93 -1,463.75 -1,462.46 Mn * Phi k-ft 162.65 2,687.94 2,404.47 2,105.70 1,792.22 1,792.22 Max @ Right End k-ft -2,210.62 -2,194.28 -1,982.48 -1,463.75 -1,462.46 0.00 Mn * Phi k-ft 2,231.84 2,687.94 2,105.70 1,792.22 1,792.22 0.00 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 337.42 453.56 549.49 307.33 347.12 263.79 Shear @ Right k 367.78 246.60 426.22 162.92 170.23 133.31 Monroe & Newell Engineers, Inc. Title : Vail's Front Door ` Job # 5500 .02 Ds nr: NEL 9 Date: 6:03PM, 3 JAN 06 s Description : Parking Garage and Loading Dock Building A Scope . User: KW-0600365, Ver5.8.0, 1-Dec-2003 (C)1983-2003 ENERCALC Engineering Softwa Description Beam 22 Reactions & Deflections Multi-Span Concrete Beam DL @ Left LL @ Left 150.33 386.07 360.69 358.10 320.12 252 83 Total @ Left 74.68 165.20 171.25 136.59 36.40 . 47.09 DL @ Right j 225.01 551.27 531.94 494.69 356.51 299.92 LL @ Right k 386.07 360.69 358.10 320.12 252.83 78.28 Total @ Right 165.20 171.25 136.59 36.40 47.09 13.95 Max. Deflection i 551.27 531.94 494.69 356.51 299,92 92 23 @ X = n ft -0.570 0.537 -0.507 0.4 89 0.345 . 0.093 Inertia : Effective in4 13.97 85,213.34 13.17 13 856 51 17.72 100 155 91 5.83 13.52 13.15 Shear Stirrups , . , . 14,397.24 93,189.67 61,702.83 Stirrup Rebar Area Spacing @ Left 0.400 0.400 0.400 0.400 0.400 0 400 Spacing @ 2-L 7 3.79 5.50 3.50 Not Req'd 3.68 . 5 91 . Spacing @ 4*L 16.00 5.52 8.35 Not Req'd 3.78 . 5 96 . Spacing @ 6*L i 16.00 Not Req'd Not Req'd Not Req'd 22.00 . Not Req'd . Spacing @ .8*L n i 16.00 7.12 Not Req'd Not Req'd 19.70 Not Req'd Spacing @ Right n in 3.45 6.67 9.69 Not Req'd 14.89 22.75 3.28 6.64 3.09 Not Req'd 13.36 22 75 query Values . Location Moment ft k-ft 0.00 0.00 0.00 0.00 0 0.00 Shear k -0.0 -2,210.6 -2,194.3 -1,982 .9 -1,463.7 -1,462.5 Deflection 337.4 453.6 549.5 307.3 347.1 263 8 in 0.0000 0.0000 0.0000 0.0000 0.0000 . 0.0000 Page 2 A.ECW:Lid Q Mid Level Park CL Ki i~ 4 Z7' ar- I ~ r° S t V-W _ So ~ a° Q Ao to Z Q J I ~ _ oL ' 3 I 10 00 1 U. Yo- 00 I I lvu- ~X = L ~ QQ I \b n t ~p ~N i t {a zv ; O V2 o zz j X iOV; 0 6 t~ 'S Q N ~v ~ v M13 r U ~ I aW~ I ~ ~ I 'I - R I N ~ r r I F' ~ p ~ ~ v 111 . p A \ I V CL 0 oll e \ I ' I ~ ~ \ 1 -NNW I , \ i cV i \ f Ln ! - --1 \ \ O F a \ ~ sb l~'1(' ~ v vv vvmvv I v ~ 1~0 00 ' N Z w IP \ \ \ \I r"~ ,rrv, I`rfC ~ \ \ \ \ \ . 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Title : Vail's Front Door Job # 5500.02 Dsgnr: NEL Date: 6:22PM, 3 JAN 06 Description : Parking Garage and Loading Dock Building A Scope : User: KW-0600365,Ver 5.6.0, 1-Dec-2003 Multi-Span Concrete Beam Page 1 L(01983-2003 ENERCALC Engineering Software A ECW Tunnel Description B28 at Mid Level Parking and Tunnel General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 f'c 5,000.0 psi Stirrup Fy 60, 000.0 psi ACI Live Load Factor 1.70 Concrete Memb Information Description t 20.67 35.92 12.33 33.417 20.5 Span 20.67 35.92 12.33 33.42 20.50 Beam Width 24.00 24.00 24.00 24.00 24.00 Beam Depth n 36.00 36.00 36.00 36.00 24.00 End Fixity Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Reinforcing Center Area 3.00in2 10.00in2 1.50in2 10.00in2 1.50in2 Bar Depth 33.00in 32.00in 33.00in 32.00in 20.00in Left Area 12.00in2 12.00in2 10.00in2 9 00in2 Bar Depth 4.00in 4.00in 4.00in . 4.00in Right Area 12.00in2 12.00in2 10.00in2 9.00in2 1.50in2 Bar Depth 4.00in 4.00in 4.00in 4.00in 4.00in Loads Using Live Load This Span Yes Yes Yes Yes Yes Dead Load k/ft 1.350 1.350 3.910 1.350 1.350 Live Load k/ft 0.640 DL @ Left k/ft 1.280 1.600 2.560 1.920 DL @ Right k/ft 1.600 2.560 1.920 0.640 LL @ Left k/ft 0.320 0.400 0.640 0.480 LL @ Right k/ft 0.400 0.640 0.480 0.160 Start ft 0.000 0.000 0.000 0.000 0.000 End ft 20.670 35.920 0.000 3.417 20.500 Point #1 DL k 15.300 15.300 15.300 15.300 LL k 46.200 46.200 46.200 46.200 @ X ft 1.630 0.960 1.040 11.050 0.000 Point #2 DL k 15.300 16.700 15.300 15.300 LL k 46.200 29.700 46.200 46.200 @ X ft 11.630 10.960 12.210 22.200 0.000 Point'#3 DL k 16.700 15.300 LL k 29.700 46.200 @ X ft 0.000 18.960 0.000 33.390 0.000 Point #4 DL k 16.700 LL k 29.700 @ X ft 0.000 26.960 0.000 0.000 0.000 Results Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 192.98 1,128.65 0.00 1,108.29 15.19 @ X = ft 3.72 18.92 0.00 19.16 17.49 Mn * Phi k-ft 432.76 1,299.16 219.28 1,299.16 131.64 Max @ Left End k-ft 0.00 -1,354.32 -1,109.42 -1,109.01 -604.90 Mn * Phi l k-ft 0.00 1,525.27 1,525.27 1,299.16 695.99 Max @ Right End k-ft -1,354.32 -1,109.43 -1,109.01 -604.90 0.00 Mn * Phi k-ft 1,525.27 1,525.27 1,299.16 1,181.89 131.64 Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 115.96 305.62 132.99 218.76 76.81 Shear @ Right k 177.35 220.19 147.84 280.89 9.82 fl. Monroe & Newell Engineers, Inc. Title : Vail's Front Door Job # 5500.02M74 Dsgnr: NEL Date: 6:22PM, 3 JAN 06 Description : Parking Garage and Loading Dock Building A r' Scope: user: KVV-0600365' E5, Ver 5.8.0, -Dec-2003 (c)19M•2003 3 E NERCALC Engineering g Software Multi-Span Concrete Beam Description B28 at Mid Level Parking and Tunnel Reactions & Deflections DL @ Left LL @ Left 75 161.02 134.35 ZHMMWMEZ 115.04 ~ 126.89 Total @ Left 7 01 151.49 97.11 120.91 105.92 DL @ Right k 76 312.51 231.46 235.95 232.80 LL @ Right 161.02 134.35 115.04 126.89 12.42 Total @ Right k 9 97.11 120.91 105.92 -4.45 Max. Deflection 312.51 231.46 235.95 232.80 7.97 @ X ° in ft 0.132 -0.711 0.416 -0.692 0 Inertia : Effective in4 16.12 18,664.82 18.44 43 261 88 6.16 12 054 55 17.38 6.42 , . , . 44,032.74 3,671.96 Shear Stirrups Stirrup Rebar Area Spacing @ Left in2 i 0.400 ' 0.400 0.400 0.400 0 400 2*L Spacing @ n i Not Re d q ' 6.50 Not Req'd 5.91 . 10.00 . Spacing @ 4*L n i Not Req d ' 8.42 Not Req'd 7.83 10.00 . Spacing @ 6*L n i Not Req d 16.00 Not Req'd Not Req'd 10.00 . Spacing @ 8*L ' n i 15.53 16.00 Not Req'd Not Req'd Not Req'd . Spacing @ Right n in 10.77 7.96 Not Req'd 12.61 Not Req'd 9.67 5.89 Not Re 'd q 8.67 Not Req'd query Values Location Moment ft 0.00 0.00 0.00 0.00 0.00 Shear k-ft k 0.0 -1,354.3 -1,109.4 -1,109.0 -604.9 Deflection 116.0 305.6 133.0 218.8 76.8 in 0.0000 0.0000 0.0000 0.0000 0.0000 Page 2 A.ECW:Tunnel Vail's Front Door Lid Mid Level ID Section Max M I.P. Shear (Kips) Max M Anal (Kips) Maxim Vertical (Kips) Max M Bending (kip ft) Max M Torsion (kip-ft) Maxim Dphm. Bendin Max M Max M Twist (kip- Deflection t1) (inches) Min M I.P. Shear (Kips) Min M Axial (Kips) Min M Vertical (Kips) Min M Bending (kip ft) Mn M Torsion (kip-1t) Min M Dphm. Sending Min M Min M Twist (kip. Deflection ft) (inches) 2-3 1 0.781 -0.137 -62.030 -269.700 -0.507 -0.295 -2.577 -0.00 3 1.306 -0.224 -104200 -449.20 0 -0.866 -0.469 .4.307 -0.006 2-3 2 -0.281 -0.137 -61.730 -161.800 -0.831 0.570 0.857 -0.01 4 -0.476 -0.224 -103.800 -267.80 0 -1.413 0.974 1.431 -0.023 2-3 3 -0.134 -0.137 -38.910 -86.250 -0.727 0132 0104 -0.01 9 -0.230 -0.224 -65.340 -140.90 0 -1.203 0.231 0.184 -0.031 2-3 2-3 2-3 4 5 6 0.043 0.097 0.097 -0.137 -0.217 -0.217 -16.120 -26.180 11.150 -29.740 2.204 -1.714 4422 -0.463 -0.463 -0.060 0.027 0.195 -0.224 -0.352 -0.182 -0.02 -0.03 -0.04 2 0.068 7 0.063 0 0.063 -0.214 -0.149 -0.149 -25.080 -16.070 7.374 -46.26 •4.34 -7.45 0 -0.656 8 •0.319 7 -0.318 -0.093 0.020 0.130 -0.348 -0.240 -0.126 -0.034 -0.026 -0.026 2-3 7 0.099 -0.137 29.480 -250490 -0.232 0.293 -0.161 -0.02 7 0.167 -0.224 50.070 -40.450 -0.383 0491 -0.267 -0.044 2.3 2-3 2-3 8 9 10 0.084 -0.243 •0.510 -0.137 -0.137 -0.137 29.790 52.570 75.390 -77.340 -157.600 -257.000 -0.262 -0.462 -0.371 0.441 0.094 -0.701 -0.164 0.466 2.539 -0.02 -0.02 -0.02 8 0.140 5 -0.412 0 -0.858 -0.224 -0.224 -0.224 50.470 88.920 127.400 -128.300 -264.100 -432.100 -0.433 -0.769 -0.655 0.738 0.148 -1.190 -0.272 0.792 4.261 -0.046 -0.042 -0.033 2-3 11 -0.371 -0.137 75.690 -388.700 -0.164 -1.412 -1368 -0.00 5 -0.615 -0.224 127.800 -654.600 -0.304 -2.375 -2.146 -0.008 2-4 2-4 2-4 2-4 2-4 24 1 2 3 4 5 6 0.458 0.578 -0.136 -0.179 -0.084 .0.055 -0.477 -0.477 •04791 -0.791 -0.791 -0.791 -114.900 -98.110 -108.400 -80.300 -240020 4.612 -379.500 -92.850 214.000 473.800 631100 675.200 -0.325 -0.016 -0.048 -0.070 -0.092 -0.125 -1.362 0.043 0.966 0.548 0.165 .0.034 0.135 -1.515 -0.052 -0.051 -0.054 -0.068 0.011 0.06 0.21 0.307 0.369 0.386 0.771 7 0.970 7 -0.081 -0.107 -0.050 -0.032 -0.791 - -0.791 -0.477 -0.477 -0.477 -0.477 -192.900 -164300 -64.460 47.630 -13.980 3.087 -639.500 -158.300 128.700 283.000 376.100 401.200 -0.509 -0.023 -0.030 -0.042 -04055 -0.075 -2.284 0.076 0.575 04327 0.098 -0.020 0.236 -2.536 -0.032 -0.031 -0.033 -0.041 0.019 0.113 0129 00183 0.220 0.230 2-4 2-4 7 B -0.041 -0.065 -0.791 -0.791 314980 85.120 608.500 434.800 -0.178 -0.377 -0.157 -0.285 -0.093 -0.191 0.364 0.299 -0.024 -0.038 -0.477 -0.477 19.220 50.510 361.100 257.700 -0.107 -0.226 -0.094 -0.168 -0.056 -0.115 0.216 0.178 2-4 2-4 2-4 9 10 11 -0.154 •0.311 0,389 -0.791 •0.477 -0.477 111.700 97.440 113.100 164.400 -125.400 -408.700 -04566 -0.588 -0.308 -0.596 -00962 -04896 -0269 - 00790 -1.696 04208 0.063 0.010 -0.090 -0.523 0.667 -0.477 -0.791 -0.791 66.150 164.800 191.400 97.430 -212.200 -691.500 -0.339 -0.978 -0.527 -0.350 -1.633 -1.504 -0.161 1335 -2.905 0.123 01106 0.017 2-5 2.5 2-5 2-5 2-5 2-5 2-5 2-5 1 2 3 4 5 6 7 8 1.316 -0.398 -0.084 -0.858 0.522 0.541 -0.049 -0.031 -0.186 -0.186 -0.186 -0.186 -0.295 -04304 -0.304 -0304 -80.470 -80.130 -56.030 -55.680 -51.990 -53.460 -12.050 29.370 -416.000 -278.600 -164.700 -69.050 -3.632 85.570 106300 110.900 -0.394 -1.157 -0.887 -06589 -0.245 -0.255 -0.271 04021 0.099 1.548 04979 0.654 -1.118 -0.224 -0.305 -0.360 -4247 1.922 0.224 0.065 -0.316 0.592 0.057 4836 -0.003 -0.013 -0.016 -04013 4013 -0.004 0.001 0.005 2.239 -0.683 -0.150 -1.459 0.356 0.324 -0.031 -0.019 -0.304 -137.100 -0.304 -136.600 -0.304 -95.260 -0.304 -94.800 -04201 -34.050 -0.186 -31.610 -0.186 -7.489 -0.186 16.640 -703.500 469.500 -275.500 -112.900 -8.931 48.230 61.120 64.500 -0.693 -1.982 -1.486 -1.011 -0.170 -0.153 -0.164 0.010 0.192 2.654 1.674 1.1q -0.721 -0.121 -0.172 -0.206 -7.202 3.256 0.391 04125 -0.212 0.347 0.033 -0.486 -0.005 -0.022 -0.026 -0.022 -0.010 -0.003 00000 0.002 2-5 - 9 0.327 -0.304 29.760 60.140 0.364 0.115 -0.842 0.004 0.190 -0.186 16.940 35.640 0.213 0.070 -0.489 04002 2-5 2.5 10 11 0.129 -0.103 -04201 -0.186 42.960 41160 -10.600 -82.090 -0.029 -0.177 0.314 00213 -0.275 0.555 0.001 0.000 0.176 -0.183 -0.295 -0.304 70.050 71.580 -22.600 -144.100 0.112 •0.258 0.467 0.342 -04401 0.977 0.003 0.001 2-6 1 0.673 -7.514 -54.700 -92.830 0.138 -0.202 -1.417 0.001 1.191 - -13.110 -94.620 -161.200 0.246 -04364 -24478 0.002 2-6 2 -0.785 -1.238 -45.950 41220 -06902 0.602 0.283 0.005 -1.373 -2.148 -79.540 -74.260 -1.791 16090 0.522 0.009 2-6 3 -0.151 1.410 -50.590 35.880 -00431 -14297 1.073 0.018 -0.062 0.815 -29.300 20.640 -0.209 -0.757 0.580 00010 2.6 4 0.351 3.748 -20.480 118100 0.211 -0.856 -0.229 0.026 0.207 2.173 -11.960 68.320 0.105 -0.459 -0.126 0.015 2-6 2-6 5 6 -0.178 01645 6.093 20976 -5.146 10.020 156.500 143.000 0.962 0.745 6.912 0.613 -0.002 -1.485 0.029 0.026 -0.132 0.353 3.537 1.732 •3.093 5.618 90.630 83.200 0.697 0.357 4.048 0.358 0.013 -00813 0.017 0.015 2.6 7 1.096 2.466 42.410 970110 04964 5.363 -0.706 0.020 0.631 1451 244270 56.920 0.381 3.109 - -0.404 0.012 2.6 2-6 2-6 8 9 10 -1.374 -0.465 1.661 04282 .0.834 -1.070 45.410 48.750 67.800 3.446 -82.790 -184.600 0.504 06464 0.398 0.312 -0.850 1.461 0.226 -0.782 -1.670 0.009 0.000 -0.005 -1.340 -0.776 20880 0.181 -1.472 -1.871 45.080 84.800 117.900 -4.091 -146200 -323.000 0.495 0.889 0.957 0.305 -1.450 20565 0.212 -1.414 -2.888 0.007 -0.001 -0.009 2-6 11 •1.903 -0.459 74.450 -320.800 -0.461 -0.007 1.841 -00001 -34331 -0.802 129.300 -559.800 -0.803 -0.021 3.225 -0.002 2.7 1 -0.693 -0264 -93.590 -3160100 1.382 -1.541 -0.557 0.006 -1.201 -04464 -162.200 -552.100 2.370 -2.698 -0.984 0.011 2-7 2 0.72a -0264 -784790 -84.240 1.222 -1.413 1.509 0.038 10277 -0.464 -136.700 -150.000 2.117 -2.458 2.615 0.068 2-7 3 0.209 -0.464 -85.850 153.700 0.673 -1.012 0.367 0134 0.121 -0.264 -49.190 90.370 0.388 -0.586 0.212 0.076 2-7 4 0.121 -0.464 -60.410 355.700 0.447 -0.550 0.241 0.190 0.070 -0.264 -34.400 205.800 0.258 -0.320 0.139 04108 2.7 2-7 5 6 0.060 0.057 -0.464 -0.464 -9.536 15.900 465.100 466.900 0.190 0.112 -0.308 -0.150 0.101 0.062 0.224 0.226 0.035 0.033 -0.264 -0.264 -4.800 9.999 267.500 266.500 0.109 0.063 -0.179 -0.087 0.058 0.035 0.127 0.127 2-7 7 0.072 -0.464 41.350 379.200 01053 0.030 0.034 0.200 0.042 -0.264 24.800 213.500 0.029 0.018 0.019 0.112 2-7 8 0.151 -0.464 92.220 183.900 -0.038 0.345 -0.001 0.148 0.090 -00264 54.390 97.850 -0.025 0.205 -0.002 04081 2-7 2-7 9 10 0.084 -0.422 -0264 -0.264 694190 98.790 -71.610 -3004200 -0.065 -0.129 0.439 0.093 -0.009 1.237 0.045 0.014 0.130 -0.713 -0 411 -0,464 107.600 1680500 -111.400 493.500 -0.101 -0.209 0.683 0.141 -0.014 2.101 0.070 0.028 2-7 11 -0.352 -00264 113.600 -586.100 0.067 -0.956 -1.493 0.001 -0.575 -0.464 194.000 -9814500 0.094 -1.606 -24535 0.003 2-8 1 0.269 -0.387 -134.400 -578.900 -0.116 -1.004 10630 0.007 0.464 -0.631 -222.000 -971.900 -0.157 -1.671 2.721 0.011 2-8 2-8 2-8 2-8 2-8 2 3 4 5 6 0.468 -0.098 -0.138 •0.040 0.000 -0.387 -116.100 -0.577 -117.700 -0.631 -101.300 -0.631 -40.970 -0.631 -104800 -241.800 39.970 344.900 554.800 6374100 0.105 0.098 04063 0.024 06008 04002 0.666 0.422 0.152 0.081 -1.419 0.017 0.015 0.007 0.004 0.047 0.152 0.248 0.314 0.341 0.776 -0.095 -0.082 -0.024 0.000 -01631 -191.800 -0.516 -108.500 -0.387 -61.030 -0.387 -24.340 -0.387 -5.993 -414.900 15.890 217.200 343.300 3910700 0.180 0.097 0.037 0.014 0.004 0.021 0.628 0.253 0.092 0.049 -2.344 0.018 0.009 0.004 00002 06073 0.131 0.155 04195 0.211 2-8 7 0.040 -0.631 19.370 613.100 -0.007 00150 0.000 0.330 0.024 -0.387 12.350 375.600 .0.005 0.092 0.000 0.204 2-8 8 0.129 -0.631 79.720 461.600 -04040 0.407 -0.006 0.276 0.079 -0.387 49.050 281.900 -0.025 0.249 -0.004 0.171 2-8 9 0.097 -0.631 109.900 200.200 -0.084 0.706 -0.011 0.195 0.059 -0.387 67.400 121.400 -0.052 0.432 - -0.007 0.120 2-8 10 -0.462 -0.387 104.100 -112.300 -0.089 -0.024 1.375 0.062 -0.754 -04631 170.200 -181.600 -0.144 -0.036 2245 0.100 2-8 11 -0.204 -0.387 1224400 -417100 0.166 -1937 -1.260 0.010 4.334 -0.631 200.400 -680.300 0.246 -1.529 -2.076 0.017 2-9 1 0.374 -0.097 -91.090 -423.700 -0.029 -0.837 1.156 -0.004 0.609 -0.162 -149.600 -691.000 -0.023 -1.368 1.906 -0.006 2-9 2 0.364 -0.097 -72.760 -269.500 0.203 -0.174 -0.932 -0.015 0.596 -04162 -119.400 -437.800 0.330 -0.286 -1.528 -0.024 2-9 3 0.001 -0.097 -54.440 -145.900 0.124 0.350 0.033 -0.017 0.002 -0.162 -89.190 -235.000 0.200 0.572 0.052 -0.028 2-9 4 -0.128 -0.097 -36.110 -52.950 0.019 0.322 -0.004 -0.016 -0.210 -0.162 -58.970 -82.750 0.029 0.526 -0.008 -0.025 2-9 5 -0.199 -0.162 -28.740 19.070 -0.075 0.151 -0.059 -0.020 -0.121 -0.097 -17.780 9.423 -0.044 0.093 -0.035 -0.013 2-9 6 -0.199 -0.162 -28.740 70.330 -0.075 -0.203 -0.059 -0.015 -0.121 -0.097 -17.780 41.140 -0.044 -0.122 -0.035 -0.010 2-9 7 -0.208 -0.162 1.484 67.770 -0.199 -0.574 -0.124 -0.013 -0.126 -0.097 0.549 40.210 -0.120 -0.348 -0.075 -0.008 2-9 8 -0.283 -0.162 31.710 14.650 -0.379 -1.071 -0.224 -0.013 -0.171 -0.097 18.880 8.626 .0.229 -0.649 -0.135 -0.008 2-9 2-9 9 10 -0.245 -0.562 -0.097 -0.097 37.200 55.530 -53.570 -146.400 -0401 -0.850 -1.069 -1.963 -0.233 -1.111 -0.009 -0.008 -0.406 -0.935 -0.162 -0.162 61.930 92.150 -88.940 -243.000 -0.664 -1.405 -1.767 -3.252 -0.385 -1.837 -0.014 -0.012 2-9 2-10 11 1 0.905 2.319 -0.097 -0.273 73.860 -96.330 -269.800 -271.700 -1.508 0.605 -1.031 0.656 0.353 -2.305 -0.002 0.006 1.493 3.853 -0.162 122.400 -0.450 -159.400 -447.500 -450.800 -2.474 1.008 -1.717 1.080 0.599 -3.838 -0.003 0.009 2-10 2-10 2-10 2 3 4 -2.701 -0.325 0.915 •0.273 -88.310 -0.450 -107.50011 -0.450 -70.840 -95.740 63.540 247.900 -0.742 -0.945 -0.204 2.893 -2.139 -2.485 1.358 1.802 -0.606 0.026 0.082 0.119 -4.473 -0.177 0.554 -0.450 -146.200 -0.273 -64.900 -0.273 -42.790 -159.400 39.030 150.400 -1.429 -0.540 -0.137 4.803 -1.292 -1.470 2.239 1.061 -0.362 0.043 0.049 0.072 2-10 5 0.801 -0.450 -52.360 380.300 1.339 -0.822 -0.391 0.147 0 467 -0.273 -31.590 230.300 0.926 -0.464 -0.226 0.089 2-10 6 0.801 -0.450 -34.230 446.400 0.130 0.641 -2.457 0.160 0.467 -0.273 -20.670 270.200 0.019 0.388 -1.448 0.097 2-10 7 0.544 -0.450 4.468 476.600 -0.273 1.636 -0.336 0.162 0.322 -0.273 2.697 288.400 -0.307 0.980 -0.203 0.098 2-10 8 -0.997 -0.450 17.750 442.200 0.332 -0.033 0.336 0.145 -0.597 -0.273 10.780 267.500 0.199 -0.021 0.200 0.088 2-10 9 -0.083 -0.450 54.370 355.000 0.681 -0.369 -1.605 0.111 -0.060 -0.273 32.890 214.800 . 0.372 -0.239 -0.943 0.067 2-10 10 2.878 -0.450 93.120 229.300 0.716 4.010 -3.740 0.069 1.742 -0.273 56.300 138.600 0.307 2.409 -2.275 0.042 2-10 11 -2.675 -0.450 106.300 35.050 -0.689 1.338 4.728 0.015 -1.610 -0.273 64.320 21.200 -0.416 0.805 2.946 TONS 3-1 7 -0.044 -0.303 -115.600 55.160 -0.166 -0.026 3.347 0.008 -0.019 -0.144 -55.890 26.780 -0.124 -0.011 - 1.608 0.004 3-1 2 0.146 -0.303 •89.020 302.100 0.264 0.067 -0.702 0.037 0.071 -0.144 -42.880 146.000 0.131 0.038 -0.344 0.018 3-1 3 0.017 •0.303 -62.480 473.800 0.189 0.221 0.119 0.062 0.008 -0.144 -29.880 228.400 0.094 0.112 0.059 0.029 3-1 3-1 4 5 -0.043 •0.029 -0.303 -0.303 -9.398 17.140 569.100 578.200 0.094 0.089 0.120 0.025 0.040 0.039 0.078 0.085 -0.022 -0.014 -0.144 -0.144 -3.876 9.127 273.400 276.100 0.048 0.046 0.061 0.013 0.021 0.020 0.037 0.040 3-1 6 -0.033 -0.303 43.680 512.000 0.082 -0.048 0.034 0.082 -0.01J -0.144 22.130 241.900 0.042 -0.023 0.018 0.038 3-1 7 -0.060 •0.303 70.220 370.600 0.068 -0.165 0.023 0.070 -0.031 -0.144 35.130 170.900 0.036 -0.083 0.013 0.033 3-1 8 -0.104 -0.303 96.760 153.900 0.050 -0.391 0.012 0.053 -0.053 -0.144 48.130 63.070 0.028 -0.798 0.007 0.024 3.1 9 0.054 -0.144 74.140 -87.040 0.117 -0.289 0.039 0.014 0.111 -0.303 149.800 -148.900 0.225 -0.562 0.068 0.032 3-1 10 0.329 -0.144 87.140 -274.600 0.263 0.081 -1.168 0.006 0.654 -0.303 176.400 -528.200 0.510 0.177 -2.335 0.013 3-1 11 0.230 -0.144 100.100 -499.000 -0.008 0.730 0.637 0.001 0.439 -0.303 202.900 -982.700 0.048 1.443 1.356 0.002 3.2 1 -0.211 -0.170 •110.500 -494.000 0.075 0.741 -0.731 0.002 -0.427 -0.336 -214.800 -977.100 0.055 1.450 -1.434 0.004 3.2 2 -0.325 -0.170 -95.900 -216.100 -0.187 0.011 1.294 0.013 -0.634 -0.336 -186.300 -437.200 -0.370 0.005 2.522 0.024 3-2 3 0,050 -0.246 -96.490 8.935 -0.028 -0.432 -0.015 0.041 0.062 -0.291 •111.400 -9.894 -0.037 -0.518 -0.019 0.044 3.2 4 0.098 •0.336 •100.800 308.000 -0.029 -0.373 -0.006 0.079 0.049 -0.170 -52.050 168.000 -0.014 -0.190 -0.003 0.043 3-2 5 0.025 -0.336 •43.780 520.000 -0.085 -0.181 -0.038 0.100 0.013 -0.170 -22.810 277.700 -0.044 -0.093 -0.019 0.054 3-2 6 -0.008 -0.336 -15.270 611.400 -0.118 -0.144 -0.059 0.109. -0.003 -0.170 -8.192 325.500 -0.061 -0.073 -0.030 0.059 3-2 7 -0.039 -0.336 13.230 602.500 -0.159 -0.220 -0.084 0.107 -0.018 -0.170 6.427 321.900 -0.082 -0.108 -0.043 0.058 3-2 8 -0.093 -0.336 70.240 473.000 -0.274 -0.423 -0.140 0.091 -0.042 -0.170 35.660 256.500 -0.140 -0,202 -0.071 0.049 3-2 9 -0.045 -0.336 98.750 239.800 -0.315 -0.601 -0.150 0.066 -0.016 -0.170 50.280 137.900 -0.161 -0.275 -0.076 0,036 3-2 10 0.332 •0.170 79.520 -39.180 -0.083 0.073 -1.222 0.019 0.681 -0.336 155.800 -107.300 -0.135 0.081 -2.453 0.035 3-2 11 0.272 -0.170 94.140 -272.800 -0.373 0.892 0.012 0.003 0.604 -0.336 184.300 -564.800 -0 .609 1.821 -0.154 0.006 1121 Design Strip Forces Vail's Front Door Lid Mid Level Max V I.P. Max V Max V Max V Max V Max V Max V ax V M Min V LP. Min V Min V Min V Min V Min V Min V Min V Max P I.P. 10 Section Shear Axial Venice] Banding (kip Torsion Dphm. Twist (kip- flection De Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) k) (kip-tt) Bending it) (inches) (Kips) (Kips) (Kips) (kip-tt) (kip-ft) Bendin it)) (inches) (Kips) 2-3 1 0.781 -0.137 -62.030 -269.700 -0.507 -0.295 -2.577 -0.003 1.306 -0.224 -104.200 -449.200 -0.866 -0.469 -4.307 -0.006 0.781 2-3 2 4281 -0.137 -61.730 -161.800 -0.831 0.570 0.657 -0.014 -0.476 -0.224 -103.800 -267.800 -1.473 0.974 11431 -0.023 -0.281 2-3 3 -0.134 -0.137 -38.910 -86.250 -0.727 0.132 0.104 -0.019 -0.230 -0.224 -65.340 -140.900 -1.203 0.231 0.184 -0.031 -0.134 2.3 4 0.043 -0.137 -16.120 -29.740 -0.422 -0.060 -0.224 -0.022 0.071 -0.224 -26.880 -46.140 -0.697 -0.099 -0.370 4036 0.043 2-3 5 0.059 -0.137 -15.740 -1.705 -0.291 0.018 -0.220 -0.024 0.099 -0.224 -26.380 0.619 -0.480 0.028 -0.364 -0.038 0.059 2-3 6 0.099 -0.224 11,570 -3.782 -0.480 0.201 -0.189 -04041 0.059 -0.137 6.666 -4.011 -0291 0.121 -0.114 -0.025 0.059 2-3 7 0.167 -0.224 50.070 -40.450 -0.383 0.491 -0.267 -0.044 0.099 -0.137 29.480 -25.490 -0.232 0.293 -0.161 -0.027 04099 2-3 8 . 0.140 -0.224 50.470 -128.300 -0.433 0.738 -0.272 -0.046 0.084 -0.137 29.790 -77.340 -0.262 0.441 -0.164 -0.028 0.084 2-3 9 -0.412 -0.224 88.920 -264.100 -0.769 0.792 -0.042 -0.243 -0.137 52.570 -157.600 -0.462 0.094 0.466 -0.025 -0.243 2-3 1 0 -0.858 -0.224 127.400 -432.100 -0.655 4.261 -0.033 -0.510 -0.137 75.390 -2574000 -0.371 -0.701 21539 -0.020 -0.510 2-3 1 1 -0.615 -0.224 127.800 -654.600 -0.304 2 -2.146 -0.008 -0.371 -0.137 75.690 -388.700 -0.164 -1.412 -1.268 -0.005 -0.371 2-4 1 0.458 -0.477 -1146900 -379.500 -0.325 0.135 0.011 0.771 -0.791 -192.900 -639.500 -0.509 -2.284 00236 0.019 0.458 2-4 2 0.578 -0.477 -98.110 -92.850 -0.016 P -1.515 0.067 0.970 -0.791 -164.700 -158.300 -0.023 04076 -2.536 0.113 0.578 2-4 3 -0.081 -0.477 -64.460 128.700 -0.030 -0.032 0.129 -0.136 -0.791 -108.400 214.000 -0.048 0.966 -06052 0.217 -0.081 2-4 4 -0.107 -0.477 -47.630 283.000 -0.042 -0.031 0.183 -0.179 -0.791 -80.300 4734800 -00070 0.548 -0.051 0.307 -0.107 2-4 5 -0.050 -0.477 -13.980 376.100 -0.055 -0.033 0.220 -0.084 -0.791 -24.020 631.200 -0.092 0.165 -04054 0.369 -0.050 2-4 6 -0.051 -0.742 4.802 624.100 -0.117 -0.064 0.357 -0.032 -0.477 3.087 401.200 -04075 -0.020 -0.041 0.230 -0.032 2-4 7 -0.041 -0.791 31.980 608.500 -0.178 -.1 -0.093 0.364 -0.024 -0.477 19.220 361.100 -0.107 -0.094 -0,05611 0.216 -0.024 2-4 8 -0.065 -06791 85.120 434.800 -0.377 -0.285 -0.191 0.299 -0.038 -0.477 50.510 257.700 -0.226 -0.168 -0.115 00178 -0.038 2-4 9 -0.154 -0.791 111.700 164.400 -0.566 -0.596 -0.269 0.208 -0.090 -0.477 66.150 97.430 -0.339 -0.350 -0.161 0.123 -04090 2-4 1 0 -0.523 -0.791 164.800 -212.200 -06978 -1.633 1,335 04106 -0.311 -0.477 97.440 -125.400 -06588 -0.962 0.790 0.063 -00311 2-4 1 1 0.667 -0.791 191.400 -691.500 -0.527 -1.504 -2.905 0.017 0.389 -0.477 113.100 -408.700 -0.308 -0.896 -1.696 0.010 0.389 2-5 1 1.316 -0.186 -80.470 -4161000 -00394 0.099 -4.247 -01003 2.239 -04304 -137.100 -703.500 -0.693 0.192 -7.202 -0.005 1.316 2-5 2 -0.398 -00186 -80.130 -278.600 -1.157 1.548 1.922 -9013 -0.683 -0.304 -136.600 -469.500 -1.982 26654 3.256 -0.022 -0.398 2-5 3 -0.084 -0.186 -56.030 -164.700 -0.887 0.979 0.224 -0.016 -0.150 -0.304 -954260 -275.500 -1.486 1.674 06391 -0.026 -0.084 2-5 4 -04858 -0.186 -55.680 -69.050 -0.589 0.654 0.065 -06013 -1.459 -0.304 -94.800 -112.900 -1.011 1.112 0.125 -0.022 -0.858 2-5 5 0.324 -0.186 -31.610 -5.671 -04153 -0.674 -0.194 -0.009 0.541 -0.304 -53.460 -5.588 -0.255 -1.146 -0.327 -0.014 0.324 2.5 6 0.324 -0.186 -31.610 48.230 -0.153 -0.121 0.347 -0.003 0.541 -06304 -53.460 85.570 -0.255 -0.224 04592 -0.004 0.324 2-5 7 -0.031 -0.186 -7.489 610120 -0.164 -0.172 0.033 0.000 -0.049 -0.304 -12.050 106.300 -0.271 -0.305 04057 0.001 -0.031 2-5 8 -0.031 -0.304 29.370 110.900 0.021 -0.360 -0.836 0.005 -0.019 -0.186 16.640 64.500 0.010 -0.206 -0.486 0.002 -0.019 2-5 9 0.327 -0.304 29.760 60.140 0.364 0.115 -0.842 0.004 0.190 -0.186 16.940 35.640 0.213 0.070 -0.489 0.002 0.190 2-5 10 0.186 -0.304 71.180 -22.020 09082 0.482 -0.416 0.003 0.112 -06186 41.070 -11.580 0.022 0.289 -01249 0.002 0.112 2-5 11 -0.183 -0.304 71.580 -144.100 -0.258 0.342 0.977 06001 -0.103 -0.186 41.360 -82.090 -0.177 00213 0.555 0.000 -0.103 2.6 1 0.673 -7.514 -54.700 -92.830 0.138 -0.202 -1.417 0.001 1.191 -13.110 -94.620 -161.200 0.246 -0.364 -2.478 0.002 0.673 2-6 2 -0.785 -1.238 -45.950 -434220 -0.902 0.602 0.283 0.005 -1.373 -2.148 -79.540 -744260 -1.791 1.090 0.522 0.009 -0.833 2-6 3 -0.062 0.815 -294300 20.640 -0.209 -0.757 0.580 0.010 -0.151 1.410 -50.590 35.880 -0.431 -16297 1.073 0.018 -0.151 2.6 4 0.207 24173 -11.980 68.320 0.105 -0.459 -0,126 06015 0.351 3.748 -20.480 118.100 06211 -0.856 -0.229 0.026 0.351 2-6 5 -04202 3.749 -2.749 96.200 1.070 4.374 04047 0.018 -0.137 5.966 -5.352 153.200 0.738 6.717 -0.022 06029 -0.178 2-6 6 0.645 2.976 10.020 143.000 00745 0.613 -1.485 0.026 0.353 14732 5.618 83.200 0.357 04358 -0.813 0.015 0.645 2-6 7 1.096 2.466 42.410 97.110 0.964 5.363 -0.706 0.020 0.631 1.451 24.270 56.920 04381 3.109 -0.404 0.012 1.096 2-6 8 -1.613 0.253 53.790 -2.051 0.594 0.367 0.260 0.009 -0.920 0.163 304890 0.046 0.340 0.208 0.146 0.005 -1.374 2-6 9 -0.776 -1.472 84.800 -146.200 0.889 -1.450 -14414 -0.001 -0.435 -0.834 48.750 -82.790 04464 -0.850 -0.782 0.000 -0.455 2-6 10 2.880 -1.871 117.900 -3236000 0.957 2.565 -2.888 -0.009 1.661 -1.070 67.800 -184.600 00398 1.461 -1.670 -0.005 1.661 2-6 11 -3.331 -0.802 129.300 -5591800 -0.803 -0.021 3.225 -09002 -1.903 -0.459 74.450 -320.800 -0.461 -0.007 1.841 -0.001 -1.903 2-7 1 -0.693 -0.264 -93.590 -316.100 1.382 -1.541 -0.557 0.006 -1.201 -0.464 -162.200 -552.100 24370 -24698 -0.984 0.011 -0.693 2-7 2 0.729 -0.264 -78.790 -84.240 1.222 -1.413 1.509 0.038 1.279 -0.464 -136.700 -150.000 2.117 -2.458 2.615 0.068 00729 2-7 3 0.121 -0.264 -49.190 90.370 0.388 -0.586 0.212 0.076 0.209 -0.464 -85.850 153.700 0.673 -1.012 0.367 0.134 0.721 2-7 4 0.070 -0.264 -34.400 205.800 0.258 -0.320 0.139 0.108 00121 -0.464 -60.410 355.700 0.447 -0.550 0.241 0.190 0.070 2-7 5 00035 -01264 -4.800 267.500 0.109 -0.179 0.058 0.127 0.060 -0.464 -9.536 4650100 0.190 -0.308 0.101 06224 0.035 2-7 6 0.057 -0.464 15.900 466.900 04112 -0.150 0.062 0.226 0.033 -0.264 9.999 266.500 0.063 -0.087 0.035 0.127 0.033 2-7 7 0.072 -09464 414350 3790200 00053 0.030 0.034 0.200 0.042 -0.264 244800 213.500 0.029 0.018 0.019 00112 0.042 2-7 8 0.151 -0.464 92.220 183.900 -0.038 0.345 -0.001 0.148 0.090 -0.264 54.390 97.850 -04025 0.205 -0.002 0.081 0.090 2-7 9 0.139 -0.464 117.700 -104.000 -0.105 0.734 -0.013 0.085 0.084 -0.264 69.190 -71.610 -0.065 0.439 -0.009 0.045 0.084 2-7 10 -0.713 -0.464 1684500 -493.500 -0.209 0.141 29101 0.028 -0.422 -0.264 98.790 -300.200 -0.129 0.093 1.237 0 .014 -0.422 2 -7 11 -0.575 -0.464 194.000 -981.500 0.094 -1.606 -2.535 0.003 -0.352 -0.264 113.600 -586.100 0.067 -0.956 -1.493 04001 -04352 2-8 1 0.269 -0.387 -134.400 -578.900 -0.116 -1.004 1.630 0.007 0.464 -0.631 -222.000 -971.900 -04157 -1.671 2.721 0.011 0.269 2-8 2 0.468 -0.387 -116.100 -241.800 0.105 0.002 -1.419 0.047 0.776 -0.631 -191.800 -414.900 0.180 0.021 -2.344 06073 0.468 2-8 3 -0.067 -0.387 -79.380 24.360 0.068 0.452 0.0121 0.102 -0.114 -0.631 -131.500 25.260 0.115 0.757 0.021 0.161 -0.067 2-8 4 -06082 -0.387 -61.030 217.200 0.037 0.253 0.009 0.155 -0.138 -0.631 -101.300 344.900 0.063 0.422 0.015 0.248 -0.082 2-8 5 -0.024 -0.387 -24.340 343.300 0.014 0.092 0.004 06195 -0.040 -0.631 -40.970 554.800 04024 0.152 0.007 0.314 -0.024 2-8 6 0.000 -0.387 -5.993 391.700 0.004 0.049 0.002 0.211 0.000 -0.631 -10.800 637.100 0.008 0.081 0.004 00341 0.000 2-8 7 0.040 -0.631 19.370 613.100 -0.007 04150 0.000 0.330 0.024 -0.387 12.350 375.600 -0.005 0.092 0.000 0.204 0.024 2-8 8 0.129 -0.631 79.720 461.600 -0.040 0.407 -0.006 0.276 0.079 -0.387 49.050 281.900 -0.025 0.249 -0.004 0.171 0.079 2-8 9 0.097 -06631 109.900 200.200 -0.084 0.706 -0.011 06195 0.059 -0.387 67.400 121.400 -0.052 01432 -06007 04120 0.059 2-8 10 -0.754 -0.631 170.200 -181.600 -0.144 -0.036 2.245 0.100 -0.462 -0.387 104.100 -112.300 -0.089 -0.024 1.375 0.062 -0.462 2.8 11 -0.334 -0.631 200.400 -680.300 0.246 -1.529 -2.076 0.017 -0.204 -0.387 122.400 -417.100 0.166 -0.937 -1.260 0.010 2 -0.04 2-9 1 0.374 -0.097 -91.090 -423.700 -0.029 -0.837 1.156 -0.004 0.609 -0.162 -149.600 -691.000 -0.023 -1.368 1.906 -0.006 0.374 2-9 2 0.364 -0.097 -72.760 -269.500 0.203 -0.174 -0.932 -0.015 0.596 -0.162 -119.400 -437.800 0.330 -0.286 -1.528 -0.024 0.364 2-9 3 0.001 -0.097 -54.440 -145.900 0.124 0.350 0.033 -0.017 0.002 -0.162 -89.190 -235.000 0.200 0.572 0.052 -0.028 0.001 2-9 4 -0.128 -0.097 -36.110 -52.950 0.019 0.322 -0.004 -0.016 -0.210 -0.162 -58.970 -82.750 0.029 0.526 -0.008 -0.025 -0.128 2-9 5 -0.121 -0.097 -17.780 9.423 -0.044 0.093 -0.035 -0.013 -0.199 -0.162 -28.740 19.070 -0.075 0.151 -0.059 -0.020 -0.121 2.9 6 -0.121 -0.097 -17.780 41.140 -0.044 -0.122 -0.035 -0.010 -0.199 -0.162 -28.740 70.330 -0.075 -0.203 -0.059 -0.015 -0.121 2-9 7 -0.203 -0.159 1.583 65.920 -0.195 -0.561 -0.121 -0.013 -0.134 -0.103 0.385 43.300 -0.127 -0.371 -0.079 -0.009 -0.126 2-9 8 -0.283 -0.162 31.710 14.650 -0.379 -1.071 -0.224 -0.013 -0.171 -0.097 18.880 8.626 -0.229 70.649 -0.135 -0.008 -0.171 2.9 9 -0.406 -0.162 61.930 -88.940 -0.664 -1.767 -0.385 -0.014 -0.245 -0.097 37.200 -53.570 -0.401 -1.069 -0.233 -0.009 -0.245 2-9 10 -0.935 -0.162 92.150 -243.000 -1.405 -3.252 -1.837 -0.012 -0.562 -0.097 55.530 -146.400 -0.850 -1.963 -1.111 -0.008 -0.562 2-9 11 1.493 -0.162 122.400 -447.500 -2.474 -1.717 0.599 -0.003 0.905 -0.097 73.860 -269.800 -1.508 -1.031 0.353 -0.002 0.905 2-10 11 1 2.319 -0.273 -96.330 -271.700 0.605 0.656 -2.305 0.006 3.853 -0.450 -159.400 -450.800 1.008 1.080 -3.838 0.009 2.319 2-10 2 -2.701 -0.273 -88.310 -95.740 -0.742 2.893 1.358 0.026 -4.473 -0.450 -146.200 -159400 -1.429 4.803 2.239 0.043 -2.701 2-10 3 -0.177 -0.273 -64.900 39.030 -0.540 -1.292 1.061 0.049 -0.325 -0.450 -107.500 63.540 -0.945 -2.139 1.802 0.082 -0.177 2-10 4 0.554 -0.273 -42.790 150.400 -0.137 -1.470 -0.362 0.072 0.915 -0.450 -70.840 247.900 -0.204 -2.485 -0.606 0.119 0.554 2-10 5 0.467 -0.273 -31.590 230.300 0.926 -0.464 -0.226 0.089 0.801 -0.450 -52.360 380.300 1.339 -0.822 -0.391 0.147 0.467 2-10 6 0.467 -0.273 -20.670 270.200 0.019 0.388 -1.448 0.097 0.801 -0.450 -34.230 446.400 0.130 0.641 -2.457 0.160 0.467 2-10 7 0.544 -0.450 4.468 476.600 -0.273 1.638 -0.336 0.162 0.322 -0.273 2.697 288.400 -0.307 0.980 -0.203 0.098 0.322 2-10 8 -0.997 -0.450 17.750 442.200 0.332 -0.033 0.336 0.145 -0.597 -0.273 10.780 267.500 0.199 -0.021 0.200 0.088 -0.597 2-10 9 -0.083 -0.450 54.370 355.000 0.681 -0.369 -1.605 0.111 -0.060 -0.273 32.890 214.800 0.372 -0.239 -0.943 0.067 -0.060 2-10 10 2.878 -0.450 93.120 229.300 0.716 4.010 -3.740 0.069 1.742 -0.273 56.300 138.600 0.307 2.409 -2.275 0.042 1.742 2-10 11 -2.675 -0.450 106.300 35.050 -0.689 1.338 4.728 0.015 -1.610 -0.273 64.320 21.200 -0.416 0.805 2.846 0.009 -1.610 3.1 1 -0.019 -0.144 -55.890 26.780 -0.124 -0.011 1.608 0.004 -0.044 -0.303 -115.600 55.160 -0.166 -0.026 3.347 0.008 -0.019 3-1 2 0.071 -0.144 -42.880 146.000 0.131 0.038 -0.344 0.018 0.146 -0.303 -89.020 302.100 0.264 0.067 -0.702 0.037 0.071 3-1 3 0.008 -0.144 -29.880 228.400 0.094 0.112 0.059 0.029 0.017 -0.303 -62.480 473.800 0.189 0.221 0.119 0.062 0.008 3-1 4 -0.022 -0.144 -3.876 273.400 0.048 0.061 0.021 0.037 -0.043 -0.303 -9.398 569.100 0.094 0.120 0.040 0.078 -0.022 3-1 5 -0.029 -0.303 17.140 578.200 0.089 0.025 0.039 0.085 -0.014 -0.144 9.127 276.100 0.046 0.013 0.020 0.040 -0.014 31 6 -0.033 -0.303 43.680 512.000 0.082 -0.048 0.034 0,082 -0.017 -0.144 22.130 241.900 0.042 -0.023 0.018 0.038 -0.017 3-1 7 -0.060 -0.303 70.220 370.600 D.068 -0.165 0.023 0.070 -0.031 -0.144 35.130 170.900 0.036 -0.083 0.013 0.033 -0.031 3.1 8 -0.104 -0.303 96.760 153.900 0.050 -0.391 0.012 0.053 -0.053 -0.144 48.130 63.070 0.028 -0.198 0.007 0.024 -0.053 3-1 9 0.111 -0.303 149.800 -148.900 0.225 -0.562 0.068 0.032 0.054 -0.144 74.140 -87.040 0.117 -0.289 0.039 0.014 0.054 3-1 10 0.654 -0.303 176.400 -528.200 0.510 0.177 -2.335 0.013 0.329 -0.144 87.140 -274.600 0.263 0.081 -1.168 0.006 0.329 3-1 11 0.439 -0.303 202.900 -982.700 0.048 1.443 1.356 0.002 0.230 -0.144 100.100 -499.000 -0.008 0.730 0.637 0.001 0.230 3-2 1 -0.211 -0.170 -110.500 -494.000 0.075 0.741 -0.731 0.002 -0.427 -0.336 -214.800 -977.100 0.055 1.450 -1.434 0.004 -0.211 3-2 2 -0.325 -0.170 -95.900 -216.100 -0.187 0.011 1.294 0.013 -0.634 -0.336 -186.300 -437.200 -0.370 0.005 2.522 0.024 -0.325 3.2 3 0.035 -0.170 -66.670 5.149 -0.021 -0.301 -0.011 0.028 0.071 -0.336 - 129.300 -7.623 -0.042 -0.596 -0.022 0.051 0.035 3-2 4 0.049 -0.170 -52.050 168.000 -0.014 -0.190 -0.003 0.043 0.098 -0.336 -100.800 308.000 -0.029 -0.373 -0.006 0.079 0.049 3.2 5 0.013 -0.170 -22.810 277.700 -0.044 -0.093 -0.019 0.054 0.025 -0.336 -43.780 520.000 -0.085 -0.181 -0.038 0.100 0.013 3-2 6 -0.003 -0.170 -8.192 325.500 -0.061 -0.073 4030 0.059 -0.008 -0.336 -15.270 611.400 -0.118 -0.144 -0.059 0.109 -0.003 3-2 7 .0.039 -0.336 13.230 602.500 -0.159 -0.220 -0.084 0.107 -0.018 -0.170 6.427 321.900 -0.082 -0.108 -0.043 0.058 -0.018 3-2 8 -0.093 .0.336 70.240 473.000 -0.274 -0.423 -0.140 0.091 -0.042 -0.770 35.660 256.500 -0.140 -0.202 -0.071 0.049 -0.042 3-2 9 -0.045 -0.336 98.750 239.800 -0.315 -0.601 -0.150 0.066 -0.016 -0.170 50.280 137.900 - -0.161 -0.275 -0.076 0.036 -0.016 3-2 10 0.681 -0.336 155.800 -107.300 -0.135 0.081 -2.453 0.035 0.332 -0.170 79.520 -39.180 -0.083 0.073 -1.222 0.019 0.332 3-2 11 0.604 -0.336 184.300 -564.800 _ -0.609 1.821 -0.154 0.006 0.272 -0.170 94.140 -272.800 -0.373 0.892 0.012 0.003 0.272 14 12Z Design Strip Forces Vail's Front Door Lid Mid Level ID Section Max P Axial (Kips) Max P Vertical (Kips) Max P Bending (kip-ft) Max P Torsion (kip-ft) Max P Dphm. Bending Max P Max P Twist (kip- Deflection ft) (inches) Min P I.P. Shear (Kips) Min P Axial (Kips) Min P Vertical (Kips) Min P Bending (kip-tt) Min P Torsion (kip-ft) Min P Dphm. Bending P Min P in Twist (kip- Deflection ft) (inches) 2-3 1 -0.737 -62.030 -269.700 -0.507 -0.295 -2.577 -0.003 1.306 .0.224 -104.200 -449.200 -0.866 .0.469 -4.307 -0.006 2.3 2 -0.137 -61.730 -161.800 .0.831 0.570 0.857 -0.014 -0776 -0.224 -103.800 -267.800 1.413 - 0.974 1.431 2.3 3 -0.137 -38.910 -86.250 .0.727 0.132 0.104 -0.019 -0.230 -0.224 -65.340 -140.900 1 -.203 0.231 0.184 2-3 4 -0.137 -16.120 -29.740 -0.422 -0.060 -0.224 -0.022 0.071 -0.224 -26.880 -46.140 -0.697 -0.099 -0.370 2-3 5 -0.137 -15.740 -1.705 -0.291 0.018 -0.220 -0.024 0.099 -0.224 -26.380 0.619 -0.480 0.028 -0.364 2-3 6 -0.137 6.666 -4.011 -0.291 0.121 -0.114 -0.025 0.099 -0.224 11.570 -3.782 -0.480 0.201 -0.189 1 2-3 7 .0.137 29.480 -25.490 -0.232 0.293 -0.161 -0.027 0.167 -0.224 504070 -40.450 -0.383 0.491 -0.267 1 2-3 8 -0.137 29.790 .77.340 -0.262 0.441 -0.164 -0.028 0.140 -0.224 50.470 -128.300 -0.433 0.738 -0.272 2-3 9 -0.137 52.570 -157.600 -04462 0.094 0.466 -0.025 .0.412 -0.224 88.920 -264.100 -0.769 0.148 0.792 2-3 10 -0.137 75.390 -257.000 -0.371 -0.701 2.539 -0.020 -0.858 -0.224 127.400 -432.100 -0.655 -1.190 4.261 2-3 11 -0.137 75.690 -388.700 -0.164 -7.412 -1.268 -0.005 -0.615 -0.224 127.800 .654.600 -0.304 -2.375 -2.146 2-4 1 -0.477 -174.900 -379.500 -0.325 -1,362 0.135 0.011 0.771 -0.791 -192.900 -639.500 -0.509 -2.284 0.236 0.019 2.4 2 -0.477 -98.110 -92.850 -0.016 0243 -70515 0.067 0.970 -0.791 .164.700 -158.300 -0.023 0.076 -24536 0.713 2.4 3 -0.477 -64.660 128.700 -0.030 0.575 -0.032 0.129 -0.136 -0.791 -108.400 214.000 -0.048 0.966 -0.052 0.217 2-4 4 -0.477 -47.630 283.000 -0.042 0.327 -0.031 0.183 -0.179 -0.791 -80.300 473.800 -0.070 0.548 -0.051 0.307 2-4 5 -0.477 -13.980 376.100 -0.055 0.098 -0.033 0.220 -0.084 -0.791 -24.020 631.200 -0.092 0.165 .0.054 0.369 2-4 6 -0.477 3.087 401.200 -0.075 -0.020 -04041 0.230 -00055 -0.791 4.612 675.200 -0.125 -0.034 -0.068 0.386 2-4 7 -0.477 19.220 361.100 -04107 -0.094 -0.056 0.216 -0.041 -0.791 31.980 608.500 -0.178 -0.157 -0.093 0.364 2-4 8 -0.477 50.510 257.700 -0.226 -0.168 -0.115 0.178 -0.065 -0.791 85.120 434.800 -0.377 -0.285 -0.191 0.299 2-4 9 -04477 66.150 97.430 -0.339 -0.350 -0.161 0.123 -0.154 -0.791 111.700 164.400 -0.566 -0.596 -0.269 0.208 2-4 10 .0.477 97.440 -125.400 -0.588 -0.962 0.790 0.063 -0.523 -0.791 164.800 -212.200 -0.978 -1.633 1.335 0.106 2.4 11 -0.477 113.100 .408.700 -0.308 -0.896 •1.696 00010 00667 -0.791 191.400 -691.500 -0.527 -1.504 -2.905 0.017 2.5 1 -0.186 -80.470 -416.000 -0.394 0.099 4.247 -0.003 2.239 -0.304 -137.100 -703.500 -0.693 0.192 -7.202 -0.005 2-5 2 -0186 -80.130 -278.600 -1.157 1.548 - 1.922 -0.013 -0.683 -0.304 -136.600 -469.500 .1.982 2.654 3.256 -0.022 2-5 3 -0.186 -56.030 -164.700 -0.887 0.979 0.224 -0.016 -0.150 -04304 -95.260 -275.500 .1.486 1.674 04391 -0.026 2-5 4 -0.186 -55.680 -69.050 -0.589 0.654 0.065 -04013 -1.459 -0.304 -94.800 -112.900 .1.011 1.112 0.125 -0.022 2-5 5 -0.186 -31.610 .5.671 -0.153 -0.674 -0.194 -0.009 0.541 -0.304 -53.460 -5.588 -0.255 -7.146 -0.327 -0.074 2-5 6 -0.186 -31.610 48230 -04153 -0121 0.347 -0.003 0.541 -0304 -53.460 85.570 -0.255 -0.224 0.592 4004 2-5 7 -0.186 -7.489 61.120 -0.164 -0.172 0.033 0.000 -0.049 -0.304 -12 050 106.300 -0.271 -0.305 0.057 0.001 2-5 8 -0.186 164640 64.500 0.010 -0.206 -0.486 0.002 -0.031 -0.304 29.370 110.900 0.021 -0.360 -0.836 0.005 2-5 9 -0.186 16.940 35.640 0.213 0.070 -0.489 0.002 0227 -0.304 294760 600140 0.364 0.115 -0.842 0.004 2.5 10 -0.186 41.070 -11.580 0.022 0.289 -0.249 0.002 0.186 -0.304 71.180 -22.020 0.082 0.482 -0.416 0.003 2-5 11 -0.186 41.360 -82.090 -0.177 04213 0.555 0.000 -0.183 -0.304 71.580 -144100 -0.258 0.342 0.977 0.001 2-6 1 -7.514 -54.700 -92.830 0138 -0.202 -1.417 0.001 1.191 -11110 .94.620 -161.200 0.246 -0.364 -2.478 0.002 2-6 2 -7.235 48490 -43140 -0.627 0.632 0.293 0.006 -1.344 -2.150 -78.020 -73.830 -1.955 1.072 0.516 0.009 2-6 3 1.410 -50.590 35.880 -0.431 -1.297 1.073 0.018 -0.062 0.815 .29.300 20.640 -0.209 -0.757 04580 0.010 2-6 4 3.748 -20.480 118.100 0.211 -0.856 -0.229 0.026 0.207 2.173 -11.960 68.320 0.105 -0.459 •0.126 0.015 2-6 5 60093 -54146 1560500 0.962 6.912 -0.002 0.029 -0.132 1537 4093 90.630 0.697 4.048 0.013 0.017 2-6 6 2.976 104020 143.000 0.745 0.613 -1.485 0.026 0.353 1.732 50618 83.200 0.357 0.358 4813 00015 2-6 7 2.466 42.410 97.110 0.964 5.363 -0.706 0.020 0.631 1.451 24.270 56.920 0.381 3.109 -0.404 0.012 2-6 8 0.282 45.410 3.446 0.504 0.312 0.226 0.009 -0.976 0.134 330520 -30329 0.365 0.221 0.147 00005 2-6 9 .0.834 48.750 -82.790 0.464 -0.850 -0.782 0.000 -0.776 -7.472 84.800 -146.200 0.889 -1.450 -1.414 -0.001 2-6 10 -1.070 67.800 -184.600 0.398 1.461 -1.670 -0.005 2.880 -1.871 117.900 -323.000 0.957 2.565 .2.888 -0.009 2-6 11 -0.459 74.450 -320.800 -0.461 -0.007 1.841 -0.001 -1331 -0.802 129.300 -559.800 -0.803 -0.021 3.225 -0.002 2-7 1 -0.264 -93.590 -316.100 1.382 -1.541 -0.557 0.006 -1.201 -0.464 .162.200 .552.100 2.370 - -2.698 -0.984 0.011 2-7 2 -0.264 -78.790 -84.240 1.222 -1.413 1.599 06038 1.277 -0464 -136.700 -150.000 20117 -2.458 24615 0.068 2-7 3 -0.264 -49.190 90.370 0.388 -0.586 0.212 06076 0.209 .0.464 -85.850 153.700 0.673 .1.012 0.367 0.134 2-7 4 -0.264 -34.400 205.800 0.258 -04320 0.139 0.108 0.121 -0.464 -60.470 355,700 0.447 -0.550 0.241 0.190 2-7 5 -0.264 -4.800 267.500 0.109 -04179 0.058 0.127 0.060 -0.464 -9.536 465.100 0.190 -01308 0.101 0.224 2-7 6 -0.264 9.999 266.500 01063 -0.087 0.035 0.127 0.057 -0.464 15.900 466.900 0.112 -0.150 0.062 0.226 2-7 7 -0.264 24.800 2136500 0.029 0.018 0.019 0.712 0.072 -0.464 41.350 379.200 0.053 0.030 0.034 0.200 2-7 8 -0.264 54.390 97.850 -0.025 0.205 -0.002 0.081 0.151 -0.464 926220 183.900 -0.038 0.345 -0.001 0.148 2-7 9 -0.264 69.190 -71.610 -0.065 0.439 -0.009 0.045 0.139 -0.464 117.700 -104.000 -0.105 04734 -0.013 0.085 2-7 10, -0.264 98.790 -300.200 -0.129 0.093 7.237 0.014 -0.713 -0.464 168.500 493.500 -06209 0.141 2.101 0.028 2-7 11 4264 113.600 -5864100 0.067 -0.956 -1.493 0.001 -0.575 -0.464 194.000 -981.500 0.094 -1.606 -24535 0.003 2-8 1 -06387 -134.400 -578.900 -0.116 -1.004 1.630 0.007 0.464 -0.637 -222.000 -971.900 -0.157 -1.671 2.721 0.011 2-8 2 -0.387 -1166100 .2416800 0.105 0.002 -1.619 00047 06776 -0.631 -191.800 -414.900 0.180 0.021 -2.344 0.073 2-8 3 -0.387 -79.380 24.360 0.068 0.452 0.012 0.102 -0.114 -0.631 -131.500 250260 0.115 0.757 0.021 0.161 2-8 4 -0.387 -61.030 217.200 01037 0.253 0.009 0.155 -0.138 -0.631 .101.300 344.900 0.063 0.422 0.015 0.248 2-8 5 -0387 -24340 343.300 0.014 0.092 0.064 0.195 -0.040 -0.631 -40.970 554.800 0.024 0.152 0.007 0.314 2-8 6 -0.387 -5.993 391.700 0.004 0.049 0.002 0.211 0.000 .0.631 .10.800 637.100 0.008 0.081 0.004 01341 2-8 7 -0.387 12.350 375.600 -0.005 0.092 0.000 0.204 04040 -0.631 19.370 613100 -0.007 0.150 0.000 0.330 2-8 8 -0.387 49.050 281.900 -0.025 0.249 -04004 0.171 0.129 -00631 790720 4616600 -0.040 0.407 -00006 0.276 2-8 9 -0.387 67.400 121.400 -0.052 0.432 -0.007 0.120 0.097 -0.631 109.900 200.200 -0.084 0.706 -0.011 0.195 2-8 10 -0.387 1044100 -1124300 -0.089 -0.024 1.375 0.062 -0.754 -0.631 170.200 A81.600 -0.144 -0.036 2.245 0.100 2-8 11 -0.387 122.400 -417.100 0.166 -0.937 -1.260 0.010 -0.334 -04631 200.400 -680.300 0.246 -1.529 -2.076 0.017 2-9 1 -0.097 -97.090 423.700 -06029 -0.837 1.156 -0.004 00609 -0.162 -149.600 .691.000 -0.023 -1.368 1.906 -06006 2-9 2 -0.097 -72.760 -269.500 0.203 -0.174 -0.932 -0.015 0.596 -0.162 .119.400 -437.800 0.330 -0.286 .1.528 .0.024 2-9 3 -0.097 -54.440 -145.900 00124 0.350 0.033 -06017 04002 -0.162 -89.190 -2350000 0.200 0.572 0.052 -0.028 2-9 4 -0.097 -36.110 -52.950 0.019 0.322 -0.004 -0.016 -0.210 -0.162 -58.970 -82.750 0.029 0.526 -0.008 -0.025 2-9 5 -06097 -17.780 9.423 -0.044 0.093 -0.035 -0.013 -06199 -0.162 -28.740 19.070 -0.075 0.151 -0.059 -0.020 2-9 6 -0.097 -17.780 41.140 -0.044 -0.122 -0.035 -0.010 -0.199 -0.162 -28.740 70.330 -0.075 -0.203 -0.059 -0.015 2-9 7 -0.097 0.549 40.210 -0.120 -0.348 -0.075 -0.008 -0.208 -0.162 1.484 67.770 -0.199 -0.574 -0.124 -0.073 2-9 8 -0.097 18.880 8.626 -0.229 -0.649 -0.135 -0.008 -0.283 -0.162 31.710 14.650 -0.379 -1.071 -0.224 -0.013 2-9 9 -0.097 37.200 -53.570 -0.401 -1.069 -0.233 -0.009 -0.406 -0.162 67.930 -88.940 -0.664 -1.767 -0.385 -0.014 2-9 10 -0.097 55.530 -146.400 -0.850 -1.963 -1.111 -0.008 -0.935 -0.162 92.150 -243.000 -1.405 -3.252 -1.837 -0.012 2-9 11, .0.097 73.860 .269.800 -7.508 -1.031 0.353 -0.002 1493 -0.162 122,400 -447.500 -2.474 -1.717 0.599 -0.003 2-10 1 -0.273 -96.330 -271.700 0.605 0.656 -2.305 0.006 3.853 -0.450 -159.400 -450.800 1.008 1.080 -3.838 0.009 2-10 2 -0.273 -88.310 -95.740 -0.742 2.893 1.358 0.026 -4.473 -0.450 -146.200 -159.400 -1.429 4.803 2.239 0.043 2-10 3 .0.273 -64.900 39.030 -0.540 -1.292 1.061 0.049 -0.325 -0.450 -107.500 63.540 -0.945 -2.139 1.802 0.082 2-10 4 -0.273 42.790 150.400 -0.137 -1.470 -0.362 0.072 0.915 -0.450 -70.840 247.900 -0.204 -2.485 -0.606 0.119 2-10 5 -0.273 -31.590 230.300 0.926 -0.464 -0.226 0.089 0.801 -0.450 -52.360 380.300 1.339 -0.822 -0.391 0.147 2-10 6 -0.273 -20.670 270.200 0.019 0.388 -1.448 0.097 0.801 -0.450 -34.230 466.400 0.130 0.641 -2.457 0.160 2-10 7 -0.273 2.697 288.400 -0.307 0.980 -0.203 0.098 0.544 -0.450 4.468 476.600 -0.273 1.638 -0.336 0.162 2-10 8 -0.273 10.780 267.500 0.199 -0.021 0.200 0.088 -0.997 -0.450 17.750 442.200 0.332 .0.033 0.336 0.145 2-10 9 -0.273 32.890 214.800 0.372 -0.239 -0.943 0.067 -0.083 -0.450 54.370 355.000 0.687 -0.369 -1.605 0.117 2-10 10 -0.273 56.300 138.600 0.307 2.409 -2.275 0.042 2.878 -0.450 93.120 229.300 0.716 4.010 -3.740 0.069 2-10 11 -0.273 64.320 21.200 -0.416 0.805 2.846 0.009 -2.675 -0.450 106.300 35.050 -0.689 1.338 4.728 0.015 3-1 1 -0.144 -55.890 26.780 -0.124 -0.011 1.608 0.004 -0.044 -0.303 -115.600 55.160 -0.166 -0.026 3.347 0.008 3-1 2 -0.144 42.880 146.000 0.131 0.038 -0.344 0.018 0.146 -0.303 -89.020 302.100 0.264 0.067 -0.702 0.037 3-1 3 -0.144 -29.880 228.400 0.094 0.112 0.059 0.029 0.017 -0.303 -62.480 473.800 0.189 0.221 0.119 0.062 3-1 4 -0.144 .3.876 273.400 0.048 0.061 0.021 0.037 .0.043 -0.303 -9.398 569.100 0.094 0.120 0.040 0.078 3-i 5 -0.144 9.127 276.100 0.046 0.013 0.020 0.040 -0.029 -0.303 77.140 578.200 0.089 0.025 0.039 0.085 3-1 6 -0.144 22.730 241.900 0.042 -0.023 0.018 0.038 -0.033 -0.303 43.680 512.000 0.082 -0.048 0.034 0.082 3-1 7 -0.144 35.130 170.900 0.036 -0.083 0.013 0.033 -0.060 -6.303 70.220 370.600 0.068 -0.165 0.023 0.070 3-1 8 -0.144 48.130 63.070 0.028 -0.198 0.007 0.024 4.704 -0.303 96.760 153.900 0.050 -0.391 0.012 0.053 3-1 9 -0.144 74.140 -87.040 0.117. -0.289 0.039 0.014 0.111 -0.303 149.800 -148.900 0.225 -0.562 0.068 0.032 3.1 10 -0.144 87.140 -274,600 0.263 0.081 •1.168 0.006 0.654 -0.303 176.400 •528.200 0.510 0.177 -2.335 0.013 3-1 11 -0.144 100.100 -499.000 -0.008 0.730 0.637 0.001 0.439 -0.303 202.900 .982.700 0.048 1.443 1.356 0.002 3-2 1 •0.170 -110.500 -494.000 0.075 0.741 -0.731 0.002 -0.427 -0.336 -214.800 -977.100 0.055 1.450 -1.434 0.004 3-2 2 -0.170 -95.900 -216.100 -0.187 0.011 1.294 0.013 -0.634 -0.336 •186.300 437.200 .0.370 0.005 2.522 0.024 3-2 3 -0.170 -66.670 5.149 -0.021 4.307 -0.011 0.028 0.071 -0.336 -129.300 -7.623 -0.042 -0.596 -0.022 0.051 3.2 4 -0.170 -52.050 168.000 -0.014 -0.190 -0.003 0,043 0.098 -0.336 -100.800 308.000 -0.029 -0.373 -0.006 0.079 3.2 5 -0.170 -22.810 277.700 -0.044 -0.093 -0.019 0.054 0.025 -0.336 -43.780 520.000 -0.085 -0.181 -0.038 0.100 3-2 6 -0.170 -8.192 325.500 -0.061 -0.073 -0.030 0.059 -0.008 -0.336 -15.270 611400 -0.178 -0.144 -0.059 0.109 3-2 7 -0.170 6.427 321.900 -0.082 •0.108 -0.043 0.058 -0.039 -0.336 13.230 602.500 -0.159 -0.220 -0.084 0.107 3-2 8 -0.770 35.660 256.500 •0.140 -0.202 -0.071 0.049 -0.093 -0.336 70.240 473.000 -0.276 -0.423 -0.140 0.091 3-2 9 -0.170 50.280 137.900 -0.161 -0.275 -0.076 0.036 -0.045 -0.336 98.750 239.800 -0.315 -0.601 -0.750 0.066 3-2 10 -0.170 79.520 -39.180 -0.083 0.073 -1.222 0.019 0.681 -0.336 155.800 -107.300 -0.135 0.081 -2.453 0.035 3-2 11 -0.770 94.140 -272.800 -0.373 0.892 0.012 0.003 0.604 -0.336 784.300 -564.800 -0.609 1.821 -0.154 0.006 (A Ito 3 Design Strip Forces Vail's Front Door Lid Mid Level Max M I.P. ""M M. m Max M M" M Max m Max M Max M Min M I.P. Min M n M Mi n M Min M Min M Min M Min M ID Section Shear Axial Vertical Bending (kip Torsion Dphm. Twist (Idp- Deflection Shear Axial Vertical Bendng (kip Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) X) (kip-X) Bendin X) (inches) (Kips) (Kips) (Kips) it) (kip-X) Bending it) (inches) 3-3 1 -0.241 -0.075 -54.870 -291.800 -0.271 0.910 -0.786 -0.001 -0.392 -0.175 -129.700 -590.000 -0.559 1.945 -1.966 -0.002 3-3 2 -0.325 -0.075 -54.570 -196.400 -0.380 0.451 1.722 -0.006 -00728 -0.175 -129.300 -3640400 -0.899 7.105 3.829 -0.008 3-3 3 -0.141 -0.075 -34.860 -128.900 -0.443 -0.050 0.339 -04008 -0.344 -0.175 -81.750 -205.900 -00896 -0.029 0.878 -0.011 3-3 4 0.109 -0.150 -29.210 -61.130 -0.372 -0.435 -0.252 -0.009 0.115 -0.116 -23.610 -121.100 -0.361 -0.381 -0.243 -0.015 3-3 5 0.179 -0.150 .28.830 -10.300 -0.303 -0237 -0.250 4010 0.160 -0.116 -23.020 -80.050 -0.296 -0.176 •0.241 -0.016 9-3 6 0.179 •0.150 11.710 -13.860 -0.304 0.073 -0.105 -0.011 0.160 -0.116 7.001 -79.790 -0.297 0103 •04108 •0.017 33 7 0.220 -0.150 52.660 -51.650 -0.301 0.457 -0.277 -0.011 0.180 -0.116 37.660 -1054300 -0.294 0.418 -0.250 -0.017 33 8 0.098 -0.075 24.510 -110.400 -0.238 0.441 -0.163 -0.011 0.215 -0.175 61.130 -180.600 -0.479 0.925 -0.336 -0.016 33 9 -0.149 -0.075 44.190 -177.600 -0.489 0.239 0.408 -04009 -00367 -0.175 108.600 -346.300 -1.059 0.431 1.065 -0.015 3.3 10 -0.366 -0.075 61910 -261.400 -0.458 -0.322 2.076 -0.007 -0.852 4175 156.100 -551.500 -1.158 -0.880 4.811 -0.011 33 11 -0.285 -0.075 64.210 -373.100 -0.355 -0.857 -0.950 -0.002 -0.555 -0.175 156.500 -821900 -0.844 -14986 -2.363 -0.003 34 1 0.271 -0.194 -107.500 -352700 -00462 -0.865 .0.053 0.004 0.642 -0.403 •238.900 -7850200 -0.854 -14935 -0.170 0.008 3.4 2 0.352 -0.194 -92.870 -81030 -0.154 -0.021 -1.447 0.024 00795 -00403 404.300 -788.800 -0.294 0.014 -3.216 0.048 3-4 3 -0.091 -0.403 -135.300 274.000 -0.572 0.747 -0.279 0.091 -0.038 -0.194 -63.640 130.100 -0.278 0.311 -0.136 0.045 3.4 4 -0.147 -0.403 •100.800 598.900 -0.565 0.436 -0.289 0.128 -0.065 -0.194 -49.020 284.700 -0.280 0.178 -0.142 0.063 3.4 5 -0.090 -0.403 -31.780 798.200 -0.570 0.092 -0.294 0.153 -0.043 -0.194 -19.780 386.200 -0.297 0.022 -0.153 0.076 3-4 6 -0.068 -0.403 30586 8584300 -0.636 -0.130 -0.323 0.160 -0.033 -04194 -4.089 428.400 -0.338 -0.084 -0.171 0.080 3.4 7 -0.053 -0.403 384630 779.400 -0.751 -0.286 -0 .377 0.152 -0.027 -0.194 150100 402.100 -0.404 -0.163 -0.203 0.077 3.4 8 -04020 -0.403 107.100 5624600 -1.149 -0.378 -04567 0.125 -0.010 -0.194 53.800 2970700 -0.626 -0.211 -0.308 0.064 3-4 9 -0.014 -0.403 141.300 221.300 -1.470 -0.423 -0.717 0.088 -0.007 -0.194 73.150 122.900 -0.803 -0.233 -0.388 0.045 3-4 10 11 -0.190 -0.194 111.900 -129.200 -1.365 -0.426 0.308 0.023 -0.344 -0.403 209.700 -256.700 -2.494 -0.779 0.595 0.046 3-4 11 0.191 -0.194 131.200 -456.300 -1 A02 -0.445 -2.773 00004 00362 -0.403 243.900 -867.200 -2.069 -0.794 -54119 0.008 3-5 1 0.669 -0.097 -95.650 -473.100 -1.310 0.056 -4.941 -0.001 1.201 -0.208 -175.200 -899.400 _2 .520 00117 -9.174 -0.002 3-5 2 -0.553 -0.097 -95.310 -309.800 -2.094 0.628 1.717 -0.003 -0.986 -0.208 -174.700 -600.300 -3.904 1.148 3.168 -0.007 3-5 3 0.185 -0.097 -65.190 -175.700 -1.298 -0.058 -0.021 -0.003 0.347 -0.208 -120.900 -353.200 -2.377 -0.070 -0.067 -0.008 3-5 4 -0.461 -0.097 -64.850 -64.390 -1.096 0.107 -0.034 -0.002 -0.884 -0.208 -120.500 -146.700 -2.076 0.235 -0.099 -0.005 3-5 5 0.437 -0.141 -514080 14.250 -0.666 -0.868 -0.739 00000 0.530 -0.182 -56.900 -16.770 -0.705 -0.935 -0.781 -04002 3-5 6 0.472 -0.151 -54.050 1021500 -00710 -04114 -0.124 0.003 0.304 -0.097 -34.750 65.870 -0.456 -0.074 -0.080 0.002 3.5 7 -0.041 -0.208 -12.880 123.800 -0.862 -0.129 -0.154 01003 -0.022 -0.097 -4.607 73.850 -0.455 -0.110 -0.079 0.003 3-5 8 -04106 -0.208 40.940 125.100 -0.543 -0.302 -1.293 0.004 -0.063 -0.097 25.540 70.050 -0.278 -0.213 -0.746 0.003 3.5 9 0.291 -0.208 41.340 544580 0.014 0.102 -1.296 0.003 0.172 -0.097 25.840 25.980 0.045 0.026 -0.748 0.002 35 10 04305 -0.097 55.990 -40.960 -0.020 0.500 -0.625 0.001 0.474 -0.157 87.100 -63.720 -0.031 0.778 -0.972 0.002 3.5 11 -0.022 -0.097 56.290 -137.000 -0.290 0.616 0.244 04000 -0.063 -0.208 95.560 -219.700 -0.474 1.033 0.483 0.001 3-6 1 0.557 -7.071 -74.070 -134.000 0.292 0.168 -0.905 0.001 0.891 -11.350 -121.000 -218.400 0.417 0.262 -1.484 0.001 3-6 2 -1.024 -0.833 -63.220 -32.290 -0.452 0.952 1.313 0.003 -1.657 -1.353 -103.400 -53.320 -1.059 1.533 2.086 0.006 3-6 3 -0.274 2.219 -60.900 82.960 -0.318 -0.888 2.148 0.010 -0.158 1.361 -37.000 50.890 -0.139 -0.520 1.299 0.006 3-6 4 0.254 3.962 -19.080 179.000 0.170 -0.683 -0.452 0.014 0.151 2411 -11.220 109.100 0.105 -0.383 -0.263 0.008 3-6 5 -0.469 5.908 2.063 215.200 1.030 64615 -0.289 0.015 -0.303 3.568 1.824 130.400 0.821 4.078 -0.153 0.009 3-6 6 0.580 2.804 230030 1790600 0.570 0.392 -2.016 0.013 0.338 1.686 14.730 107.500 0.262 0.233 -1.182 0.008 3-6 7 1,089 1.794 674760 100.200 0.279 4.208 .1.503 . 0.010 0.660 1.020 42.290 57.520 0.005 2.481 -0.929 0.005 3.6 8 -1.048 -06086 516790 -37.940 -0.144 0.060 .06065 0.002 -1.631 -0.133 80.570 -59.020 -0.224 0.093 -0.102 06003 3.6 9 -0.703 -1.108 77.980 -171.000 0.122 -1.422 -1495 -0.001 -1.112 -1.735 125.600 -267.100 0.258 •-2.254 -2.489 06000 3.6 10 1.772 •1.250 105.800 -331.800 0.902 0.986 -3.857 -0.003 2.859 -1.990 170.800 -526.000 1.699 1.640 -6.202 -06004 3.6 11 -1.694 -0.457 115.400 -543.100 -0.687 -0.071 3.053 0.000 -2.751 -0.737 186.200 -867.100 -1.107 -04098 4.961 -0.001 3-7 1 -0.860 -0.731 -147.200 -5286800 1.716 -1.580 -1.149 0.004 -1.373 -0.214 -235.800 -844.900 2.744 -2.535 -7.854 0.006 3-7 2 1.033 -0.114 -12 .800 -1616600 1.923 -1.298 20838 04024 1.655 -0.187 -2016300 -256.700 30092 -24079 40553 00039 3-7 3 0.160 -0.180 -132.300 197.800 0.953 -0.475 0.537 0.075 0.099 -0.109 -83.020 122.800 0.580 -0.298 0.329 0.048 3-7 4 0.096 -0.188 -97.790 514.500 0.522 -0.090 04285 0.107 0.061 -0.114 -61.640 321.900 04309 -0.057 0.170 04068 3-7 5 -0.285 -0.216 -28.750 705.700 -0.414 -0.002 -0.247 0.129 -0.168 -0.132 -18.870 443.100 -0.281 06007 -0.164 0.082 3.7 6 -0.883 -0.234 5.765 750.900 -1.131 -1.270 -0.705 0.135 -0.526 -0.143 2.507 474.000 -0.728 -00743 -0.447 0.086 3.7 7 -2.154 -0.253 40.280 674.600 -2.295 -56828 -1.487 0.126 -14289 -0.155 23.890 429.600 -1.448 -3.464 -04926 04081 3-7 8 -8.972 -06272 103.700 458.600 -7.588 -206120 -5.067 0.103 -54767 -04175 66.650 294.800 -4.878 -12.930 -3.257 04066 3-7 9 -17.030 -0.285 136.900 1274900 -13.370 -56.600 -8.915 0.070 -14.590 -0.235 114.500 77.080 -11A 70 -486620 -7.494 0.055 3-7 10 -29.390 -0.188 130.800 -215.800 -21.060 -89.720 -15.730 0.023 -48.750 -0.303 212.900 -381.200 -34,450 -149.400 -25.930 06034 3-7 11 -37.660 -0.177 152.200 -596.600 -27.850 -179.800 -30.060 0.004 -62.140 -0.283 247.400 -1001.000 -45.450 -298.500 -49.330 0.005 3-8 1 -3.585 -0.096 -114.100 -615.800 -13.790 -203.900 -72.250 04000 -30885 -0.173 -1966700 -1026.000 -20.710 -337.000 -18.940 0.001 3-8 2 24.090 -0.096 -9q.460 -328.300 7.207 -174.700 11.240 0.004 42.590 -0.173 -171.100 -531.200 14.330 -282.200 20.320 0.017 3-8 3 39.300 -0.096 -70.130 -97.520 20.970 -78.720 17.000 0.016 61.130 -0.149 409.700 -151.700 32.620 -122.500 26.440 0.024 3-8 4 58.240 -0.173 -94.440 159.100 31.940 55.200 24.820 06057 34.180 -0.096 -55.460 74.660 18.450 214400 14.420 0.029 3-8 5 27.790 -04173 -43.310 360.100 13.800 182.000 10.980 0.077 16.750 -0.096 -26.130 193.400 8.218 96.310 6.571 04041 3-8 6 11.210 -0.173 -17.750 453.000 3.747 2414500 3.542 0.087 7.237 -04096 -11.470 250.200 2.506 132.600 2.331 0.047 3-8 7 -6.282 -0.173 7.813 4554900 -6.350 2426700 -3.909 0.086 -2.227 -0.096 3.200 255.400 -3.231 135.500 -1.917 0.047 3-8 8 -36.070 -0.173 58.940 350.700 45.530 176.600 -18.240 0.074 -19.910 -0.096 32.530 198.500 -14.130 99.700 -10.090 0.040 3-8 9 -47.600 -0.173 84.510 152.500 -32.710 61.580 -24.130 0.052 -26.560 -0.096 47.200 88.230 48210 35.780 43.450 0.029 3-8 10 -25.590 -0.096 76.530 -80.600 -164390 -40.830 -15.130 0.015 -45.470 -0.173 135.600 -147.800 -29.460 -75.020 -27.010 0.027 3-8 11 -11.300 -0.096 91.200 -306.200 -5.709 -91.420 -9.737 0.002 -20.020 -0.773 161.200 -547.100 -10.700 -164.800 -17.510 0.004 3-9 1 5.950 -0.043 ' -75.960 -312.900 3.510 -94.540 4.179 0.000 10430 -0.073 -133.500 .559.200 5.807 -170.400 7.153 0.000 3.9 2 16.620 -0.043 -61.230 -184.100 11.540 -78.930 11.830 0.000 29.290 -0.073 -107.800 -332.700 20.060 -143.000 20.690 •0.001 3-9 3 18.810 -0.043 -46.490 -79.890 13.540 -48.460 10.740 0.001 33.230 -0.073 -82.070 -149.100 23.640 -89.300 18.820 0.002 3-9 4 22.130 -0.063 -46.810 0.733 15.900 -22.720 12.020 0.006 22.410 -0.061 -47.310 -9.055 16.330 -27.260 12.280 0.005 3-9 5 15A30 -0.073 -30.600 89.190 11.470 14.870 8.450 0.009 8.596 -0.043 -17.030 54.780 6.590 10.370 4.806 0.006 3-9 6 15.430 -0.073 -30.600 143.800 11.470 42.390 8.450 0.012 8.596 -0.043 -17.030 85.160 6.590 25.700 4.806 0.007 3-9 7 3.103 -0.073 -4.871 152.600 3.022 47.990 1.967 0.013 1.543 -0.043 -2.301 89.320 1.792 28.480 1.113 0.008 3-9 8 -7.909 -0.073 20.860 118.300 -4.326 35.140 -3.897 0.011 -4.751 -0.043 12.430 68.840 -2.363 20.730 -2.218 0.007 3.9 9 -14.980 -0.073 46.590 41.070 -8.588 10.020 -8.073 0.008 -8.778 -0.043 27.160 23.750 -4.726 5.988 -4.568 0.005 3-9 10 -8.293 -0.043 41.890 -45.940 -3.564 -8.998 -4.522 0.002 -14.220 -0.073 72.320 -79.130 -6.759 -15.650 -8.112 0.004 3-9 11 -1.268 -0.043 56.620 -140,200 2.925 -14.540 -0.165 0.001 -2.104 -0.073 98.060 -242.300 4.202 -25.060 -0.723 0.001 3-10 7 2.574 -0.043 -60.000 -143.300 4.218 -13.990 4.082 0.001 4.450 -0.076 -104.800 -247.200 6.677 -24.060 6.731 0.001 3-10 2 3.992 -0.043 -47.940 -67.680 5.443 -10.570 2.194 0.002 6.910 -0.076 -83.630 -115.300 9.009 -18.140 3.466 0.004 3-10 3 5.579 -0.062 -57.090 -4.273 7.856 -7.336 3.236 0.005 6.210 -0.067 -62.940 -7.978 9.495 -8.338 3.903 0.006 3-10 4 2.653 -0.076 -57.660 70.320 5.504 -3.950 4.247 0.009 1.544 -0.043 -33.090 38.740 3.346 -2.361 2.567 0.005 3-10 5 2.731 -0.076 -25.910 145.300 5.587 -0.453 -0.890 0.012 1.571 -0.043 -14.970 81.650 3.457 -0.335 -0.395 0.007 340 6 2.731 -0.076 -25.910 179.000 5.587 3.099 -0.260 0.013 1.571 -0.043 -14.970 101.100 3.451 1.709 -0.030 0.007 3-10 7 -0.259 -0.076 -15.200 192.200 1.555 2.770 -0.104 0.013 -0.144 -0.043 -8.828 109.000 0.960 1.526 0.060 0.008 3-10 8 -0.087 -0.076 15.430 180.500 0.764 2.579 0.116 0.012 -0.037 -0.043 8.667 102.500 0.512 1.429 0.089 0.007 3-10 9 -0.706 -0.076 28.350 159.300 -1.243 2.217 0.299 0.010 -0.384 -0.043 16.030 90.460 -0.815 1.242 0.163 0.006 340 10 -0.706 -0.076 41.410 105.100 -0.362 1.296 0.675 0.006 -0.384 -0.043 23.510 59.770 -0.154 0.741 0.354 0.004 3410 11 -0.719 -0.076 62.540 28.200 -0.636 0.359 1.833 0.002 -0.412 -0.043 35.570 16.040 -0.360 0.206 1.027 0.001 4-1 1 -0.002 0.046 74.020 -41.340 0.204 -0.001 1.410 -0.002 -0.004 0.089 142.000 -79.260 0.330 -0.003 2.639 -0.003 4-1 2 -0.002 0.046 74.020 -84.520 0.204 -0.002 -1.734 -0.003 -0.004 0.089 142.000 -162.100 0.330 -0.005 -3.364 -0.006 4-1 3 -0.002 0.046 74.020 -727.500 0.204 -0.004 -4.861 -0.005 -0.004 0.089 142.000 -244.400 0.330 -0.008 -9.333 -0.009 4.1 4 -0.002 0.046 83.000 -176,100 0.086 -0.005 -0.458 -0.006 -0.004 0.089 164.300 -340.800 0.173 -0.010 -0.883 -0.011 4-1 5 -0.002 0.046 83.000 -224.500 0.086 -0.006 -0.458 -0.007 -0.004 0.089 164.300 -436.600 0.173 -0.013 -0.883 -0.013 4-1 6 -0.002 0.046 83.000 -272.700 0.086 -0.007 -0.458 -0.008 -0.004 0.089 164.300 -531.900 0.173 -0.015 -0.883 -0.015 4-1 7 -0.002 0.046 91.980 -326.600 0.086 -0.009 0.774 -0.007 -0.004 0.089 186.600 -641.300 0.173 -0.018 1.482 -0.014 4-1 8 -0.002 0.046 91.980 -380.300 0.086 -0.010 0.774 -0.007 -0.004 0.089 186.600 -750.200 0.173 -0.020 1.482 -0.014 4-1 9 -0.002 0.046 91.980 -433.600 0.086 -0.011 0.714 -0.007 -0.004 0.089 186.600 -858.500 0.173 -0.023 1.482 -0.013 4-1 10 -0.002 0.046 101 .000 -492.800 0.204 -0.012 6.511 -0.004 -0.004 0.089 209.000 -981.000 0.330 -0.025 13.040 -0.009 4-1 11 -0.002 0.046 101.000 -551.700 0.204 -0.014 -7.199 -0.002 .0.004 0.089 209.000 -1103.000 0.330 -0.028 -2:511 -0.004 4-2 1 -0.128 -0.125 -164.600 •521.500 65 -0.090 0.003 0.006 -0.251 -0.251 -329.000 -1047.000 -0.241 -0.177 0.010 0.012 4-2 2 0.675 -0.125 -141.000 -110.200 0.447 0.694 -2.580 0.036 1.349 -0.251 -282.000 -224.300 0.894 1.395 -5.165 0.071 4-2 3 -0.408 -0.251 -187.900 415.800 -0.215 1.810 -0.164 0.135 -0.204 -0.125 -93.890 209.900 -0.109 0.901 -0.083 0.068 4-2 4 -0.356 -0.251 -140.800 867.900 -0.293 0.770 -0.187 0.189 -0.178 -0.125 -70.310 435.800 -0.148 0.382 -0.095 0.095 4-2 5 •0.739 •0.251 •46.690 1149.000 •0.440 0.068 -0.236 -0.069 -0.12 -23.160 575.800 -0.224 0.032 -0.121 0.113 4-2 6 -0.084 -0.251 0.365 1231.000 -0.587 -0.255 -0.302 -0.042 -0.125 0.477 616.200 -0.299 •0.130 -0.154 0.119 4-2 7 -0.052 •0.251 47420 1147.000 -0.787 -0.425 -0.395 0.226 -0.026 -0.125 23.990 73.600 -0.400 -0.215 -0.201 0.113 4-2 8 012 .251 141S00 863900 -1.371 -0.464 -0.673 J 0.007 -0.125 71.140 431.200 -0.697 -0.234 -0.342 0.094 0.021 -0.251 188.600 409.900 -1.814 -0.419 -0.880 0.013 -0.125 94.720 203.100 -0.921 -0.206 0446 0067 4- 10 -0.250 -0.125 141.900 -119.200 -1.675 -0.431 0.445 -0.501 -0.251 282.700 -232.200 -3.300 -0.880 4-2 -S32700 -1.491 -0627 -3.017 0.239 -0.251 329.900 -1056.000 -3.013 -1.274 -6.029 0.012 141? 61 Design Strip Forces Vail's Front Door Lid Mid Level Max V I.P. Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear Axial Vertical Bending (kip Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) f) (kip-R) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-tt) (kip-ft) Bendin g it) (inches) (Kips) 3-3 1 -0.241 -0.075 -64.870 -291.800 -0.271 0.910 -0.786 -0.001 -0.392 -0.175 -129.700 -590.000 -0.559 1.945 -1.966 -0.002 -0.241 3-3 2 -0.325 -0.075 -54.570 •196.400 -0.380 0.451 1.722 -0.006 -0.728 -0.175 -129.300 -364.400 -0.899 1.105 36829 -0.008 -0.325 3-3 3 -0.141 -0.075 -34.860 -128.900 -0.443 -0.050 0.339 -0.008 -0.344 -0.175 -81.750 -205.900 -0.896 -0.029 0.878 -0.011 -0.141 3-3 4 0.074 -0.075 -15.180 -77.860 -0.232 -0.245 -0.156 -0.010 0.134 -0.175 -34.270 -87.090 -OA60 -0.517 -0.304 -0.012 0.074 33 5 0.103 -0.075 -14.800 -51.460 -0.191 -0.113 -0.155 -0.010 04213 -0.175 -33.770 -270450 -00367 -0.275 -0.301 -0.013 0.103 3.3 6 0.213 -075 13.210 -30.960 -0.368 0.096 -0.128 -0.014 0.103 -0.075 4.501 -51.290 -0.191 0.066 -0.070 -0.011 0.103 3-3 7 0.258 -0.775 60.730 -74.220 -0.364 0.546 -0.331 -0.075 0.116 -0.075 24.210 -674710 -0.789 0.269 -0.161 -0.011 0.116 3-3 8 0.215 -0.175 61.130 -180.600 -0.479 0.925 -0.336 -0.016 0.098 -0.075 24.510 -110.400 -0.238 0.447 -0.163 -0.011 0.098 3-3 9 -0.361 -0.175 108.600 346.300 -1.059 0.431 1.065 -0.015 -0.149 -0.075 44.190 -177.600 -0.489 0.239 0.408 -0.009 -0.149 3-3 70 -0.852 -0.175 156.100 -551.500 -1.758 -0.880 4.811 -04011 -04366 -0.075 63.910 -2614400 -01458 -0.322 2.076 -0.007 -0.366 3-3 11 -0.555 -0.175 156.500 .823.900 -0.844 -1.986 -2.363 -04003 -0.285 -0.075 64.210 -373.100 -0.355 -0157 -06950 -0.002 .04285 3-4 1 0.271 -0.194 •107.500 -352.700 -0.462 -0.865 -0.053 0.004 0.642 -0.403 -2384900 -785.200 -0.854 -1.935 -0.170 0.008 0.271 3-4 2 0.352 -0.194 -92.870 -83.030 -0.154 -0.021 -1.447 0.024 0.795 -0.403 -2044300 -188.800 -0.294 0.014 -3.216 0.048 0.352 3-4 3 -0.038 -0.194 -634640 130.100 -0.278 0.311 -0.136 00045 -0.091 -0.403 -135.300 274.000 -0.572 0.747 -0279 0.091 -0.038 34 4 -0.065 -0.194 -494020 284.700 -0.280 0178 -0.142 04063 -0.147 -0.403 -100.800 598.900 -0.565 OA36 -0.289 0.128 -0.065 34 5 -0.043 -0.194 -19.780 386200 -0.297 0.022 -0153 0.076 -0.090 -0.403 -31.780 798.200 -0.570 04092 -0.294 0.153 -0.043 3-4 6 -0.058 -0.351 5.083 739.400 -0.545 -0.106 -00277 04138 -0.049 -0.282 -6.584 626.600 -0.489 -0.123 -0.248 0.117 -0.033 3-4 7 -0.053 -0.403 384630 779.400 -0.751 -0.286 -0.377 0.152 -0.027 -0.194 15.100 402.700 -0.404 -0.163 -0.203 0.077 -0.027 3-4 8 -0.020 -0.403 1074100 5629600 -14149 -0.378 -0.567 0.125 -0.010 -0.196 53.800 297.700 •0.626 -0.211 -0308 0.064 -00010 34 9 -0.014 -0.403 141.300 221300 -1.470 -0.423 -0.711 0.088 -0.007 •0.194 73.150 1220900 -0.803 -0233 -04388 0.045 -0.007 3-4 10 -0.344 -0.403 209.700 -256.700 -2.494 -0.779 00595 0.046 -0.190 -04194 1116900 429200 -1:365 -0.426 0.308 0.023 -0.190 3-4 11 00362 -04403 241900 -867.200 -2.069 -0394 -5.119 0.008 0.191 -0.194 131.200 -456.300 -1.102 -0.445 -24773 0.004 0.191 3.5 1 0.669 -04097 -95.650 473100 -1.310 00056 -4.941 -0.001 1.201 -0.208 -175.200 -899.400 -2.520 0.117 -9.174 -0.002 0.669 3-5 2 -0.553 -0.097 -95310 -309.800 -2.094 0.628 10717 -0.003 -0.986 -0.208 -174300 -6004300 -3.904 1.148 1168 -04007 -0.553 3-5 3 04185 44097 -654190 -175.700 -1.298 -0.058 -0.021 -0.003 0.347 -0.208 -120.900 -353.200 -2.377 -04070 -0.067 -0.008 0.185 3.5 4 -0.461 -04097 -64.850 -64390 -1.096 0107 -0.034 -0.002 -0.884 -0.208 -120.500 -146100 -20076 0.235 -04099 -0.005 -0.461 3-5 5 0304 4097 -34.750 6.611 -0.456 -0.591 -0.504 0.000 0.610 -0.208 •66300 -72190 -0.831 40101 -0.922 -0.002 0.304 3-5 6 0.304 -0.097 -34.750 65.870 -0.456 -0.074 -0.080 0.002 0.610 -0.208 -66300 101.500 -0.831 -0.061 -0.141 0.001 0.304 3-5 7 -0.022 -0.097 -4.607 73.850 -0.455 -0.710 -0.079 0.003 -0.041 -0208 -12.880 123.800 -04862 -0.129 -0.154 0.003 -0.022 3-5 8 -0.106 -04208 40.940 125.100 -0.543 -0.302 -1.293 0.004 -0.063 -0.097 25.540 70.050 -04278 -0.213 -0.746 0.003 -0.063 3-5 9 0.291 -0.208 41.340 54.580 0.014 0.102 -1.296 0.003 0.172 -0.097 25.840 25.980 0.045 0.026 -0.748 0.002 0.772 3-5 10 0.498 -0108 95.170 -56.670 -0.024 0.880 -1.077 0.002 0305 -0.097 55.990 -40.960 -04020 0.500 -0.625 0.001 0.305 3.5 11 -0.063 -0.208 95.560 -219.700 -09474 1.033 0.483 0.001 -0.022 -0.097 56290 -137.000 -0.290 0.616 04244 0.000 -0.022 3-6 1 0.557 -7.071 -741070 -134.000 0.292 0.768 -0.905 0.001 0.897 -114350 -121.000 -218.400 0.417 0.262 -1.484 0.001 0.557 3-6 2 -1.024 -0.833 -63.220 -32.290 -0.452 0.952 14313 0.003 -1.657 -1353 -103.400 -536320 -1.059 1.533 2.086 0.006 -1.086 3.6 3 -0.158 1.361 -37.000 50.890 -0.139 -0.520 1.299 00006 -0.274 24219 -60.900 UAW 4318 -0.888 2.148 0.010 -0.274 3-6 4 0.151 2.411 -11.220 109.100 0.105 -0.383 -0263 00008 0.254 3.962 -19.080 1790000 0.170 -0.683 -0.452 0.014 0.254 3-6 5 -0.471 5.550 2.838 202.900 1.277 6.251 -0.238 0.014 -0.368 4.719 1.455 171.800 0.756 5.275 -0.238 0.012 -0.469 3-6 6 0.580 2.804 23.030 179.600 0.510 04392 -2.016 0.013 01338 1.686 14.730 107.500 0.262 0.233 -1.182 0 .OOff 0.580 3-6 7 1.089 1.794 67.760 100.200 0.279 4.208 -1.503 0.010 0.660 1.020 42.290 57.520 0.005 21481 -0.929 0.005 1.089 3-6 8 -1.696 -0.068 834100 -52.970 -0.256 0.106 -0.104 0.004 -1.048 -0.086 51.790 -21T940 -0.144 0.060 -0.065 0.002 -1.347 3.6 9 -1.112 -1.735 125.600 -267.100 0.258 -2.254 -2.489 00000 -0.703 -1.108 77.980 -771.000 0.122 -1.422 -1.495 -0.001 -0.703 3-6 10 2.859 -1,990 170.800 -526.000 1.699 1.640 -64202 -0.004 1.772 -1.250 105.800 -331.800 0.902 0.986 -3.857 -0.003 1.772 3-6 11 -2.751 -0.737 1864200 -867.100 -1.107 -04098 4.961 -0.001 -1.694 -0.457 1154400 -543.100 -0.687 -0.071 30053 0.000 -1.694 3-7 1 -0.860 -04131 -147.200 -528.800 1.716 -1.580 -1.149 0.004 -1.373 -0.214 -235.800 -844.900 2.744 -2.535 -1.854 0.006 -0.860 3-7 2 1.033 -0.114 -125.800 4610600 1.923 -1.298 26838 0.024 1.655 -0.187 -2014300 -256.700 3.692 -2.079 44553 0.039 1.033 3-7 3 0.099 -0.109 -83.020 122.800 0.580 -0.298 0.329 0.048 0.160 -0.180 -1324300 197.800 0.953 -0.475 0.537 0.075 0.099 3-7 4 0.061 -0.114 -614640 3210900 0.309 -0.057 09170 0.068 0.096 -0.188 -97.790 5141500 0.522 -0.090 0.285 0.107 0.061 3-7 5 -04168 -0.132 48.870 443.100 -0.281 0.007 -0.164 0.082 -0.261 -0.206 -29.360 6894300 -0.437 0.011 -0.255 0.127 -0.168 3-7 6 -0.883 -0.234 5.765 750.900 -1.131 -1.270 -0.705 0.135 -0.526 -0.143 24507 474.000 -0.728 -0.743 -0.447 0.086 -0.526 3-7 7 -2.154 -0.253 40.280 674.600 -2.295 -5.828 -1.487 0.126 -1.289 -0.155 234890 429.600 -1.448 -3.464 -0.926 0.081 -1.289 3-7 8 -90624 -0.284 109.300 4524300 -7.918 -21.640 -5.323 0.103 -5.767 -0.175 66.650 294.800 -4.878 -124930 -3.257 0.066 -5.767 3-7 9 -18.240 -0.296 143.800 1041500 -14.040 -60.750 -9.404 0.070 -70.940 -0.183 88.040 82.250 -8.595 -36.380 -5.731 0.045 -10.940 3-7 10 -48.750 -0.303 212.900 -3810200 -344450 -149.400 -25.930 0.034 -29.390 -0.188 130.800 -215.800 -21.060 -894720 -15.730 0.023 -29.390 3-7 11 -62.140 -0.283 247.400 -10014000 -45.450 -298.500 -49.330 0.005 -370660 -00177 152.200 -596.600 -27.850 -179.800 -30.060 04004 -374660 3-8 1 -3.585 -0.096 -114.100 -6156800 -13.790 -203.900 -12.250 0.000 -3.885 -0.173 -196.700 -1026.000 -200710 -3370000 -18.940 0.001 -3.585 3-8 2 24.090 -0.096 -99.460 -328.300 71207 -1740700 11.240 0.004 429590 -06173 -171.100 -531.200 144330 -2824200 20.320 0.011 24.090 3-8 3 39.300 -0.096 -70.130 -97.520 20.970 -78.720 17.000 0.016 67.390 -0.173 •120.000 -135.000 364650 -116.100 291470 0.032 39.300 3-8 4 34.180 -0.096 -55.460 74.660 18.450 21.400 146420 0.029 58.240 -0.173 -94.440 159.100 314940 55.200 24.820 0.057 346180 3-8 5 16.750 -0.096 -264130 193.400 8.218 96.310 6.571 01041 270790 -0.173 -43.310 360.100 13.800 182.000 10.980 0.077 16.750 3-8 6 7.237 -0.096 -11.470 250.200 2.506 132.600 2.331 0.047 11.260 -04149 -17.840 3894200 3.899 206.300 3.625 0.073 7.237 3-8 7 -5.282 -0.173 74813 455.900 -6.350 242.700 -3.909 0.086 -2.227 -0.096 3.200 255.400 -3.231 135.500 -1.917 0.047 -2.227 3-8 8 -36.070 -0.173 58.940 350.700 -254530 176.600 -18.240 0.074 -19.910 -0.096 32.530 198.500 -14.130 99.700 -70.090 0.040 -19.910 3-8 9 -47.600 -0.173 84.510 152.500 -32.710 61.580 -24.130 0.052 -26.560 -0.096 47.200 88.230 -18.210 35.780 -13.450 0.029 -26.560 3-8 10 -45.470 -0.173 135.600 -147.800 -29.460 -75.020 -27.010 0.027 .25.590 -0.096 76.530 -80.600 -16.390 -40.830 -15.130 0.015 -25.590 3-8 11 -20.020 -0.173 161.200 -547.100 -10.700 -164.800 -17.510 0.004 -11.300 -0.096 91.200 -306.200 -5.709 -91.420 -9.737 0.002 -11.300 3-9 1 5.950 -0.043 -75.960 -312.900 3.510 -94.540 4.179 0.000 10.430 -0.073 -133.500 -559.200 5.807 -170.400 7.153 0.000 5.950 3-9 2 16.620 -0.043 -61.230 -184.100 11.540 48.930 11.830 0.000 29.290 -0.073 -107.800 -332.700 20.060 -143.000 20.690 -0.001 16.620 3-9 3 18.810 -0.043 -46.490 -79.890 13.540 -48.460 10.740 0.001 33.230 -0.073 -82.070 -149.100 23.640 -89.300 18.820 0.002 18.810 3-9 4 15.030 -0.043 -31.760 -0.256 11.020 -15.730 8.275 0.004 26.670 -0.073 -56.340 -8.462 19.250 -31.460 14.530 0.006 15.030 3-9 5 8.596 -0.043 -17.030 54.780 - 6.590 10.370 4.806 0.006 15.430 -0.073 -30.600 89.190 11.470 14.870 8.450 0.009 8.596 3-9 6 8.596 -0.043 -17.030 85.160 6.590 25.700 4.806 0.007 15.430 -0.073 -30.600 143.800 11.470 42.390 8.450 0.012 8.596 3-9 7 1.543 -0.043 -2.301 89.320 1.792 28.480 1.113 0.008 3.703 -0.073 -4.871 152.600 3.022 47.990 1.967 0.013 1.543 3-9 8 -7.909 -0.073 20.860 118.300 -4.326 35.140 -3.897 0.011 -4.751 -0.043 12.430 68.840 -2.363 20.730 -2.218 0.007 -4.751 3-9 9 -14.980 -0.073 46.590 41.070 -8.588 10.020 -8.073 0.008 -8.778 -0.043 27.160 23.750 4.726 5.988 -4.568 0.005 -8.778 3.9 10 -14.220 -0.073 72.320 -79.730 -6.759 .15.650 -8.112 0.004 -8.293 -0.043 41.890 -45.940 -3.564 -8.998 -4.522 0.002 -8.293 3-9 11 -2.104 -0.073 98.060 -242.300 4.202 -25.060 -0.723 0.001 -1.268 -0.043 56.620 -140.200 2.925 -14.540 -0.165 0.001 -1.268 3-10 1 2.574 -0.043 -60.000 -143.300 4.218 -13.990 4.082 0.001 4.450 -0.076 -104.800 -247.200 6.677 -24.060 . 6.731 0.001 2.574 3-10 2 3.992 -0.043 -47.940 -67.680 5.443 -10.570 2.794 0.002 6.910 -0.076 -83.630 -115.300 9.009 -18.140 3.466 0.004 3.992 3-10 3 3.992 -0.043 40.460 -5.129 6.104 -5.360 2.509 0.004 6.910 -0.076 -70.570 -5.982 9.890 -9.123 4.073 0.007 3.992 3-10 4 1.544 -0.043 -33.090 38.740 3.346 -2.361 2.567 0.005 2.653 -0.076 -57.660 70.320 5.504 -3.950 4.247 0.009 1.544 3-10 5 1.571 -0.043 -14.970 81.650 3.451 -0.335 -0.395 0.007 2.731 -0.076 .25.910 145.300 6.587 -0.453 -0.890 0.012 1.571 3-10 6 1.571 -0.043 -14.970 101.100 3.451 1.709 -0.030 0.007 2.731 -0.076 -25.910 179.000 5.587 3.099 -0.260 0.013 1.571 3-10 7 -0.144 -0.043 -8.828 109.000 0.960 1.526 0.060 0.008 -0.259 -0.076 -15.200 192.200 1.555 2.770 •0.104 0.013 -0.144 3-70 8 -0.087 -0.076 15.430 180.500 0.764 2.579 0.116 0.012 -0.037 -0.043 8.667 102.500 0.512 1.429 0.089 0.007 -0.037 3-10 9 -0.706 -0.076 28.350 159.300 -1.243 2.217 0.299 0.010 -0.384 -0.043 16.030 90.460 -0.815 1.242 0.163 0.006 -0.384 3-10 10 -0.706 -0.076 41.410 105.100 -0.362 1.296 - 0.675 0.006 -0.384 -0.043 23.510 59.770 -0.154 0.741 0.354 0.004 -0.384 3-10 11 -0.719 -0.076 62.540 -0.636 0.359 28.200 1.833 0.002 -0.412 -0.043 35.570 16.040 -0.360 0.206 1.027 0.001 -0.412 4-7 1 -0.004 0.089 142.000 -79.260 0.330 -0.003 2.639 -0.003 -0.002 0.046 74.020 41.340 0.204 -0.001 1.410 -0.002 -0.004 4-1 2 -0.004 0.089 142.000 A62.100 0.330 -0.005 -3.364 -0.006 -0.002 0.046 74.020 -84.520 0.204 -0.002 -1.734 .0.003 -0.004 4-1 3 -0.004 0.089 142.000 -244.400 0.330 -0.008 -9.333 -0.009 -0.002 0.046 74.020 -127.500 0.204 -0.004 -4.861 -0.005 -0.004 4-1 4 -0.004 0.089 164.300 -340.800 0.173 -0.010 -0.883 -0.011 -0.002 0.046 83.000 -176.100 0.086 -0.005 -0.458 -0.006 -0.004 4-1 5 -0.004 0.089 164.300 436.600 0.173 -0.013 -0.883 -0.013 -0.002 0.046 83.000 -224.500 0.086 -0.006 -0.458 -0.007 -0.004 441 6 -0.004 0.089 164.300 -531.90011 0.173 -0.883 -0.015 -0.002 0.046 83.000 -272.700 0.086 -0.007 -0.458 -0.008 -0.004 4-1 7 -0.004 0.089 186.600 -641.300 0.173 1.482 -0.014 -0.002 0.046 91.980 -326.600 0.086 -0.009 0.714 -0.007 -0.004 4-1 8 -0.004 0.089 186.600 -750.200 0.173 1.482 -0.014 -0.002 0.046 91.980 -380.300 0.086 -0.010 0.714 -0.007 -0.004 4-1 9 -0.004 0.089 786.600 023 O. -858.500 0.173 7.482 -0.013 -0.002 0.046 97.980 -433.600 0.086 -0.011 - 0.774 -0.007 -0.004 4-1 70 -0.004 0.089 209.000 + -981.000 0.330 13.040 -0.009 -0.002 0.046 101.000 -492.900 0.204 -0.012 6.571 -0.004 -0.004 4-1 71 -0.004 0.089 209.000 E + -1703.000 0.330 -2.511 -0.004 -0.002 0.046 101.000 -551.700 0.204 -0.014 -1.199 -0.002 -0.004 4-2 1 -0.128 -0.125 -164.600 -521.500 -0.165 0.003 0.006 -0.251 .329 47.000 -0.241 -0.177 0.010 0.012 -0.128 4-2 2 0.675 -0.125 -141.000 -110.200 0.447 -2.580 0.036 1.349 -0.251 -282 4.300 0.894 1.395 -5.165 0.071 0.675 4-2 3 -0.204 -0.125 -93.890 209.900 -0.109 -0.083 0.068 -0.408 -0.251 -187 15.800 -0.275 1.810 0.164 0.135 -0.204 4-2 4 -0.178 -0.125 -70.310 435.800 -0148 -0.095 0.095 -0.356 -0.251 -140 67.900 -0.293 0.770 -0,187 0.189 -0.178 4-2 5 -0.069 -0.125 -23.160 575.800 -0.224 0.032 -0.121 0.113 -0.139 -0.251 -46 9.000 •0.440 0.068 -0.238 0.226 •0.069 4-2 6 -0.063 -0.786 0.773 917.200 -0.442 -0.193 -0.227 0.177 -0.072 -0.214 0 50.000 1 -0.501 -0.217 -0.258 0.203 -0.042 4-2 7 -0.052 -0.251 47.420 1147.000 -0.787 -0.425 -0.395 0.226 -0.026 -0.125 23 73.600 -0.400 -0.215 -0.201 0.113 -0.026 4-2 8 0.012 -0.251 147.500 863.900 -7.371 -0.464 -0.673 0.189 0.007 -0.725 71 31.200 -0.697 -0.234 -0.342 0.094 0.007 4-2 9 0.021 •0.251 188.600 409.900 -1.814 -0.419 -0.880 0.135 - 0.013 -0.125 94 _ 03.100 203.100 -0.921 -0.206 -0.446 0.067 0.013 2 10 -0.501 -0.251 212,7001 -232.200 -3.300 -0.880 0.889 0.072 -0.250 -0.125 141 19.200 -1.675 -0.431 0.445 0.036 0.239 -025 329.800 -1056000 -3.013 0.012 012 0125 165 32.700 -1.491 -0.627 -3.017 0.006 0.120 1►125 Design Strip Forces Vail's Front Door Lid Mid Level Max P Max P Max P Max Max P Max P Max P Min P I.P. Min P Min P Min P Min P Min P P Min P in ID Section Axial Vertical Bending Torsion Dphm. Tvvist (kip- Deflection Shear Axial Vertical Banding Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-tt) (kip-n) Bending HI (inches) 3-3 t -0.075 -54.870 -2914800 -0.271 0.910 -0.786 -0.001 -0.392 -0.175 -1294700 -590.000 -0.559 1.945 -1.966 -0.002 29 0 008 3.3 2 -0.075 -54.570 -196.400 -0.380 0.451 1.722 -0.006 -0.728 -0.775 -729.300 -364.400 -0.899 1.105 - . 3.8 3.3 3 -0.075 -346860 -128.900 -0.443 -04050 0.339 -0.008 -0.344 -0.175 -81.750 -205.900 -0.896 -0.029 0.878 -0.011 3.3 4 -0.075 -15.780 -77.060 -0.232 -0.245 56 -0.010 0.134 -0.775 -34.270 -87.090 -0.450 -0.517 -06304 -0.012 3-3 5 -0.075 -14.800 -57.460 -0.191 -0.113 -0.155 -06010 0.213 •0.175 .33.770 -27.450 -0.367 -0.275 -0.301 -0.013 3-3 6 -0.075 46501 -51.290 -0.191 0.066 -0.070 70.011 0.213 -0.175 13.210 -30.960 -04368 0.096 -0.128 -0.014 5 3-3 7 -0.075 24.210 -67.710 -0.189 0.269 -0.161 •0.011 0.258 75 60.730 -74.220 -0.364 0.546 -0.331 -0.01 3-3 8 -0.075 24.510 -110.400 -0.238 0.441 -0.163 -0.017 0.215 -0.175 61.130 -180.600 -00479 0.925 -0.335 -0.016 15 3-3 9 -0.075 44.190 -177.600 -0.489 04239 0.408 -0.009 -0.361 -0.175 108.600 -346.300 -1.059 0.431 1.065 -0.0 3-3 10 -0.075 63.910 -261.400 -0.458 -0.322 2.076 -0.007 -0.852 -0.175 156.100 -551.500 -1158 -04880 4.811 -0.011 3-3 71 -0.075 64.210 -373.100 -0.355 -0.857 -04950 -0.002 -0.555 -0.175 156.500 -823.900 -06844 .1.986 -2.363 -0.003 3-4 1 -0.194 -107.500 -352.700 -0.462 -0.865 -0.053 0.004 0.642 -0.403 -238.900 -785.200 -0.854 -14935 -0.170 0.008 3-4 2 -0.194 -92.870 -83.030 -0.154 -06021 -1.447 0.024 0.795 -0.403 -204.300 -188.800 -0.294 0.014 -3.216 0.048 3-4 3 -0.194 -63.640 130.100 -0.278 0.311 -0.136 0.045 -0.091 -04403 -135.300 274.000 -0.572 0.747 -0.279 0.091 28 3-4 4 -0.194 -49.020 284.700 -0.280 0.178 -0.742 0.063 -0.147 -0.403 -100.800 598.900 -0.565 0.436 89 0.1 3-4 5 -0.194 -19.780 386.200 -0.297 0.022 -0.753 0.076 -0.090 -04403 -31.780 798.200 -0.570 0.092 94 0.153 3-4 6 .0.194 -4.089 428.400 -06338 -0.084 -00171 0.080 -0.068 -0.403 3.586 858.300 -0.636 -0.130 •0.323 0.160 3-4 7 -0.194 15.100 402.100 -0.404 -0.163 -0.203 0.077 -0.053 -0.403 38.630 779.400 -0.751 -0.286 -0.377 0.152 3-4 8 -0.194 53.800 297.700 -0.626 -0.211 -0.308 00064 -0.020 -0.403 107.100 562.600 -1.149 -0.378 -0.567 0.125 4 3- 9 -0.194 73.150 122.900 -0.803 -0.233 -0.388 0.045 -0.014 -0.403 141.300 221.300 -1.470 -0.423 0.088 -0.711 3-4 10 .0.794 111.900 -129.200 -1.365 -0.426 0.308 0.023 -0.344 -0.403 209.700 -256.700 -2.494 -0.779 0.595 0.046 3-4 17 -0.194 131.200 -456.300 -1.102 -0.445 -2.773 0.004 0.362 -0.403 243.900 -867.200 -2.069 .0.794 -5.119 00008 4 0 002 3-5 1 -0.097 -95.650 -473.100 -1.310 0.056 -4.941 -0.001 1.201 -0.208 -1754200 -899.400 -2.520 0.117 - . -9.17 3-5 2 97 -95,310 -309.800 -26094 0.628 1.717 -0.003 -0.986 -0.208 -174.700 -3.904 7 1.148 070 0 3.168 -0.007 067 -0 008 -0 3-5 3 -0.097 -65.190 -175.700 -1.298 -0.058 -0.021 -0.003 0.347 -0.208 -120.900 -2.37 . - . . 3-5 4 -0.097 -64.850 -64.390 -1.096 0.107 -0.034 -0.002 -0.884 -0.208 -120.500 -2.076 0.235 -0.099 -0.005 002 3-5 5 -0.097 .34.750 6.611 -0.456 -0.591 -0.504 0.000 0.610 -0.208 .66 .700 -0.831 -14101 -0.922 -0. 3.5 6 -04097 -34.750 65.870 -0.456 -0.074 -0.080 0.002 0.610 -0.208 .66.700 t -0 -0.141 0.001 3-5 7 -0.097 73.850 -0.455 -0.110 -0.079 0.003 -0.041 -0.208 -12.880 -0 -0.129 -0.154 0.003 35 8 -0.097 25.540 70.050 -0.278 -0.213 -0.746 0.003 -0.106 -0.208 40.940 -0 0.004 3-5 9 -0.097 25.840 25.980 0.045 0.026 -0.74 0.002 0.291 -0.208 41.340 0.014 0.102 -1.296 0.003 3-5 10 -0.097 55.990 -40.960 -0.020 0.500 -0.625 0.001 0.498 -0.208 95.170 0 -0.024 0.880 -1.077 04002 11 -0.097 56.290 -137.000 -0.290 0.616 0.244 0.000 -0.063 -0.208 95.560 -219.700 -0.474 1.033 0.483 0.001 1 -7.071 -74.070 -134.000 0.292 0.168 -0.905 0.001 00891 -11.350 -121.000 -218.400 0.417 0.262 -1.484 0.001 2 -0.825 -66.520 -32.410 -0.038 0.995 1.392 0.004 ' -1.620 -1.357 -101.400 -53.250 -1.308 1.507 2.038 0.006 3-6 3 2.219 -60.900 82.960 -0.318 -0.888 2.148 0.010 -0.758 1.361 -37.000 500 -039 0.006 -19.080 179.000 0.170 -0.683 -0.452 0.014 . 217 709.100 005 363 -0.263 0008 2.063 215.200 1.030 6.615 -0.289 0.015 0.303 3.568 1.824 130.400 0.821 4.018 -0. E 2 23.030 179.600 0.510 0.392 -2.016 0.013 0.338 1.686 14.730 107.500 0.262 0.233 -1.182 0.008 67.760 100.200 0.279 4.208 -1.503 0.010 060 1.0 42.290 57.520 0.005 2.481 0929 0005 PP 65.840 -40.330 -0.208 0.086 -0.082 0.004 631 -0.1 80.570 -59.020 -0.22 0.093 0.102 0.003 77.980 -171.000 0.122 -1.422 -1 -0.001 -1.112 -1.735 125.600 -267.100 0.258 2.254 -2.40.000 105.800 -331.800 0.902 0.986 -3.857 -0.003 2.659 -19 170.800 .000 1.699 1.640 -6.202 -0.004 115.400 -543.100 -0.687 -0.071 3.053 0.000 -2.751 0 186.200 -867.100 -1.107 -0.098 4.961 -0.001 3-7 -147.200 -528.800 1.716 -1.580 -1.149 0.004 -1.373 -0.214 -235.800 -844.900 2.744 -2.535 -1.854 0.006 3.7 2 -0.114 -1256800 -161.600 1.923 -1.298 2.838 0.024 . 1.655 -0.187 -2016300 -256.700 3.092 -2.079 4.553 0.039 0 075 3-7 3 -0.709 -83.020 122.800 0.580 -0.298 0.329 00048 0.160 -0.180 -132.300 197.800 0.953 -0.475 . 0.537 7-7 4 -0.114 -61.640 321.900 0.309 -0.057 0.170 06068 0.096 -0.188 -97.790 514.500 0.522 -0.090 0.285 0.107 29 3-7 5 -0732 -18.87 443.100 -0.281 0.007 -0.164 0.082 -0.285 -0.216 -28.750 705.700 -0.414 -0.002 -0.247 0.1 3-7 6 -0.143 2.507 474.000 -0.728 -0.743 -0.447 0.086 -0.883 -0.234 71 750.900 -1.131 -1.270 -0.705 0.135 3-7 7 -0.155 23.890 429.600 -7.448 -3.464 -0.926 0.087 -2.154 -0.253 674.600 -2.295 -5.828 -1487 0.126 3 3-7 8 -0.175 66.650 294.800 -4.878 -124930 -3.257 0.066 -9.62 -0.284 452.300 -74918 -21.640 -5.323 0.10 3-7 9 •0.183 88.040 82.250 -8.595 -36.380 -5.731 0.045 :::=1.2:4j 296 104.500 -14.040 -60.750 -94404 0.070 034 0 0 3-7 10 -0.188 130.800 -215.800 -21.060 -89.720 -15.730 0.023 -48.750 -0.303 4 -381.200 -34.450 -149.400 . -25.93 3-7 11 -0.177 152.200 -596.600 -27.850 -179.800 -30.060 0.004 -62.140 -0.283 -1007.000 -45.450 -298.500 -49.330 0.005 001 0 3-8 1 -04096 -114.100 -615.800 -13.790 -203.900 -124250 0.000 -3.885 -0.173 0 -1026.000 -20.710 -337.000 -18.940 . 3-8 2 -0.096 -99.460 -328.300 7.207 -174.700 11.240 0.004 42.590 -0.173 0 -531.200 14.330 -282.200 20.320 0.011 3-B 3 -0.096 •70.130 -97.520 20.970 -78.720 17.000 0.016 67.390 -0.173 0 -135.000 36.650 -116.100 29470 0.032 3-8 4 -0.096 -55.460 74.660 18.450 21.400 14.420 0.029 58.240 -0.17 -.0 159.100 31.940 55.200 24.820 .057 077 3-8 5 -0.096 -26.130 193.400 8.218 96.310 64571 0.041 • 27.790 -0.173 -43.310 360.100 13.800 182.000 10.980 . 3-8 6 -0.096 -11.470 250.200 2.506 132.600 2.331 0.047 11.210 -06173 -17.750 453.000 3.747 241.500 3.542 .087 3-8 7 -0.096 3.200 255.400 -3.231 1356500 -1.917 0.047 -56282 -0.173 7.813 455.900 -6.350 242.700 -3.909 .086 3-8 8 -0.096 32.530 198.500 -14.130 99.700 -10.090 0.040 -36.070 -0.173 58.940 350.700 -25.530 176.600 -18.240 .074 P 3-8 9 •0.096 47.200 88.230 -18.210 35.780 -13.450 00029 -47.600 -00173 84.570 1520500 -32.710 61.580 -24.130 .052 3-8 10 •06096 76.530 -80.600 -16.390 -40.830 -15.130 00015 -45.470 -0.173 735.600 -147.800 -29.460 -75.020 -27.010 .027 00 3-8 11 -06096 91.200 -306.200 -5.709 -91.420 -9.737 0.002 -20.020 -0.173 161.200 -547.100 -10.700 -164.800 -17.510 . 4 3-9 1 -0.043 -75.960 -312.900 111 3.510 -94.540 4.179 0.000 10.430 -0.073 -133.500 .5596200 5.807 -170.400 74153 .000 001 3-9 2 -0.043 -61230 -184.100 11.540 -78.930 17.830 0.000 294290 -0.073 -107.800 -332.700 20.060 -143.000 20.690 . O 3.9 0.043 3 - -46.490 •79.890 13.540 -48,460 10.740 0.001 33.230 -04073 -82.070 -149.100 23.640 -89.300 18.820 0.002 3-9 4 -0.043 -31.760 -0.256 11.020 -15.730 8775 0.004 26.670 -0.073 -56.340 -8.462 19250 -31460 16.530 0.006 79 5 -0.043 -17.030 54.780 6.590 10.370 4.806 0.006 15.430 -0.073 .30.600 89.190 11.470 14.870 8.450 0.009 012 3-9 6 -0.043 -17.030 85.160 6.590 25.700 4.806 0.007 15.430 -0.073 -30.600 143.800 11.470 42.390 8.450 0. 3-9 7 -0.043 -2.301 89.320 1.792 28.480 1.113 0.008 3.103 -0.073 -4.877 152.600 3.022 47.990 7.967 0.013 7 0 011 3.9 8 -0.043 12.430 68.840 -2.363 20.730 -2.218 0.007 -7.909 -0.073 20.860 118.300 -4.326 35.140 . -3.89 3.9 9 -0.043 27.160 23.750 -4.726 5.988 -4.568 0.005 -14.980 -0.073 46.590 41.070 -8.588 10.020 -8.073 0.008 3-9 10 -0.043 41.890 -45.940 -3.564 -8.998 -4.522 0.002 -14.220 -0.073 72.320 -79.130 -6.759 -15.650 -8.112 0.004 3-9 11 -0.043 56.620 -140.200 2.925 -14.540 -0.165 0.001 -2.104 -0.073 98.060 -242.300 4.202 -25.060 -0.723 0.001 3-10 1 -0.043 -60.000 -143.300 4.218 -13.990 4.082 0.001 4 450 -0.076 -104.800 -247.200 6.677 -24.060 6.731 0.001 3-10 2 -0.043 -47.940 -67.680 5.443 -10.570 2.194 0.002 6.970 -0.076 -83.630 -115.300 9.009 -16.140 3.466 0.004 073 0 007 4 3-10 3 -0.043 -40.460 -5.129 6.704 -5.360 2.509 0.004 6.910 -0.076 -70.570 -5.982 9.890 -9.123 . . 3-10 4 -0.043 -33.090 38.740 3.346 -2.361 2.567 0.005 2.653 -0.076 -57.660 70.320 5.504 -3.950 4.247 0.009 012 90 0 3-10 5 -0.043 -14.970 87.650 3.451 -0.335 -0.395 0.007 2.731 -0.076 -25.910 145.300 5.587 -0.453 . -0.8 3-10 6 -0.043 -14.970 101.100 3.451 1.709 -0.030 0.007 2.737 -0.076 -25.910 179.000 6.587 3.099 4.260 0.013 3-10 7 -0.043 -8.828 109.000 0.960 1.526 0.060 0.008 -0.259 -0.076 -75.200 192.200 1.555 2.770 -0.104 0.013 3-10 8 -0.043 8.667 102.500 0.512 1429 0.089 0.007 -0.087 -0.076 15.430 180.500 0.764 2.579 0.116 0.012 0 010 3-10 9 -0.043 16.030 90.460 -0.815 1.242 0.163 0.006 -0.706 -0.076 28.350 159.300 -1.243 2.217 . 0.299 7-10 10 -0.043 23.510 59.770 -0.154 0.741 0.354 0.004 -0.706 -0.076 41.410 105.100 -0.362 1.296 0.675 0.006 3 0 002 3-10 11 -0.043 35.570 16.040 -0.360 0.206 1.027 0.007 -0.719 -0.076 62.540 28.200 -0.636 0.359 . 1.83 4-1 1 0.089 142.000 -79.260 0.330 -0.003 2.639 -0.003 -0.002 0.046 74.020 -41.340 0.204 -0.001 1410 -0.002 4.1 2 0.089 142.000 -162.100 0.330 -0.005 -3.364 -0.006 -0.002 0.046 74.020 -84.520 0.204 -0.002 -1.734 -0.003 4-1 3 0.089 142.000 -244.400 0.330 -0.008 -9.333 -0.009 -0.002 0.046 74.020 -127.500 0.204 -0.004 -4.861 -0.005 0 006 4-1 4 0.089 164.300 -340.800 0.173 -0.010 -0.883 -0.011 -0.002 0.046 83.000 -176.100 0.086 -0.005 . -0.458 - 4-1 5 0.089 164.300 -436.600 0.173 -0.013 -0.883 -0.013 -0.002 0.046 83.000 -224.500 0.086 086 0 •0.006 0 007 -0.458 -0.007 008 -0 458 -0 4-1 6 0.089 164.300 -531.900 0.173 -0.015 -0.883 -0.015 -0.002 0.046 83.000 -272.700 . . - . . L-1 7 0.089 186.600 -641.300 0.173 -0.018 1.482 -0.014 -0.002 0.046 91.980 -326.600 0.086 4.009 0.714 -0.007 07 4-1 8 0.089 186.600 -750.200 0.173 -0.020 1.482 -0.014 -0.002 0.046 91.980 -380.300 0.086 -0.010 0.714 -0.0 71 9 0.089 186.600 -858.500 0.173 -0.023 1.482 -0.013 -0.002 0.046 91.980 -433.600 0.086 -0.011 0.714 -0.007 4-1 10 0.089 209.000 -981.000 0.330 -0.025 13.040 -0.009 -0.002 0.046 101.000 -492.800 0.204 -0.012 6.511 -0.004 4-1 89 209.000 -1103.000 0.330 -0.028 -2.511 -0.004 -0.002 0.046 101.000 -551.700 0.204 -0.014 -1.199 -0.002 0 2 4-2 5 -164.600 -521.500 •0.165 -0.090 0.003 0.006 -0.251 -0.251 -329.000 -1047.000 -0.241 -0.177 0.010 0. 1 4-2 2-04125 5 -141.000 -110.200 0.447 0.694 -2.580 0.036 7.349 -224.300 0.894 1.395 65 0.071 4-2 5 -93.690 209.900 -0.109 0.901 -0.083 .0 040 -0.251 -187.900 415.800 -0.215 1.810 64 4.2 5 -70.310 435.800 -0.148 0.362 -0.095 -0.251 -140.800 867.900 -0.293 0.770 -0.187 0.189 0 226 4-2 % 5 -23.160 575.800 -0.224 0.0 -0.121 •0.251 -46.690 1149.000 -0.440 0.068 . -0.238 4-2 5 0.417 616.200 -0.299 -0.130 -0.154 0.119 -0.084 -0.251 0.365 7231.000 -0.587 -0.255 -0.302 0.237 42 5 23.990 57.600 -0.400 -0.215 -021 0.113 -0.052 -0.251 47.420 1147.000 4-2 5 71.140 431.200 -0.697 -0.234 -0.342 0.094 0.012 -0.251 141.500 863.900 -1.371 -0.464 -0.673 0.189 0 135 5 94720 203.100 -0.921 -0.206 -0.446 0.067 0.021 -0251 188.600 .419 . -0.880 4.2 11 25 141.900 -119.200 -1.675 •0.437 0.445 0.036 -0.501 -0.251 282.700 -232.200 -3.300 -0.880 0.889 0.072 4-2 11 25 165.400 -532.700 -1.491 -0.627 -3.017 0.006 0.239 -0.251 329.800 -1056.000 -3.013 -1.274 -6.029 0.012 14126 Design Strip Forces Vail's Front Door Lid Mid Level Max M I.P. Max M Max M Max M Max M Max M Max m Max m M I.P. Min M Min M Min M Min M Min M Min M Min M ID Section I Shear Axial Vertical Bending (kip Torsion Dphm. Twist (kip- Deflection ion Shear Axial Vertical Bending (kip Torsin 0 Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) N) (kip-ft) Bendin N) (inches) (Kips) (Kips) (Kips) ft kip- Bending it) (inches 4-3 .1 0.523 0.049 -101.100 -563.200 -1.671 -0.252 -4.518 -00002 1.052 0.100 -200.600 -1118.000 -3.388 -0.521 -9.013 -0.005 0 020 4-3 2 -0489 0.049 -100.800 -387.200 -2.217 0.186 1.309 -0.010 -0.962 0.100 -200.200 -768.300 -4.482 00372 2.585 - . 4-3 3 0.082 0.049 -68.450 -257.000 -1.620 -0.466 -0.244 -0.014 0.162 0.100 -135.000 -511.300 -3.195 -0.911 -0.483 -0.028 4-3 4 0.218 0.049 -36.100 -1534800 -1.073 70.297 70.574 -0.016 0.430 0.100 -69.760 -308.600 -2.117 -0.565 -1.133 -0.032 4.3 5 0.147 0.049 -35.720 -91.010 -0.831 0.081 -0.571 -0.016 0.294 0.100 -69.250 -187.200 -1.642 3 0.168 0 678 -1.727 657 -0 -0.034 034 -0 4-3 6 0.147 0.049 -3.758 -714240 -0.832 0.337 -0.333 -0.016 0.294 0.100 -4.547 -152.500 -1.64 . . . 4-3 7 0.132 0.049 28.620 -78.490 -0.666 0.567 -0.368 -0.016 0.267 0.100 60.710 -172.100 -1.317 1.143 -0.733 -0.033 4-3 8 0.113 0.049 28.920 -128.800 -0.606 0.765 -0.371 -0.015 0.227 0.100 61.110 -278.500 -1.203 1.543 -0.739 -0.031 4-3 9 -0.231 0.049 61.260 -219.500 -0.875 0.443 0.526 -0.013 4473 0.100 126.300 -466.100 -1.755 0.882 1.080 -0.027 4-3 10 -0.537 0.049 93.640 -337.200 -0.845 -0.384 2.891 -0.009 -7.087 0.100 191.600 -708.000 -1.818 -0.796 5.932 -06019 4.3 11 -0.398 0.049 93.940 -500.600 -0.638 -1.142 -1.456 -0.002 -0.805 0.100 192.000 -1042.000 -7.403 -2.329 -3.027 -0.005 44 1 0.380 -0.112 -155.100 -471.500 -0.627 -1.152 -0.048 0.006 0.769 -0.237 -317.800 -982.500 -1.186 -2.350 -0.048 0.012 4.4 2 0.494 -0.112 •131.500 -85.950 -0.232 0.033 -2.078 0.032 1.004 -0.237 -270.700 -190.700 -0.476 0.058 -4.240 0.067 4.4 3 -0.178 -0.237 •176.600 419.000 -0.789 0.982 -0.386 06126 -0.057 -0.112 -846340 208.300 -0.380 0.488 -0.186 0.060 4-4 4 -04190 -0.237 -129.500 840.600 -0.768 0.580 -06392 00176 -0.092 -0.712 -60.760 408.400 -0.367 0.292 -04187 0.084 4-4 5 -0.117 -04237 -35.410 1091.000 -0.757 0.134 -0.390 0.209 -0.056 -0.112 -13.610 522.700 -0.353 0.076 -0.182 0.099 4-4 6 -04088 -0.237 72.310 1162.000 -0.836 -0.155 -0.425 0.217 -0.041 -0.112 9.811 542.000 -0.385 -0.061 -0.196 0.103 4-4 7 -0.069 -0.237 57.040 10304000 -0.978 -0.359 -0.492 0.204 -0.031 -0.112 29.510 476.300 -0.447 -0.155 -0.225 0.096 4-4 8 -0.026 -0.237 143.500 733.500 -1.483 -0.478 -0.732 0.168 -0.010 4112 66.860 335.200 -0.670 -04206 -0.331 0.079 4-4 9 -0.019 4237 186.700 2800100 -1.893 -0.538 -0.916 0.118 -0.006 -0.112 854540 126.100 -0.854 -0.227 -0.473 04055 4-4 10 -04200 -0.112 122.900 -157.500 -1.448 -0.430 0.362 0.029 -0.439 -0.237 273.200 -346.200 -3.203 -0.995 0.788 0.061 4-4 11 0.198 -0.112 1414600 -513.500 -1.183 -0.455 -2.871 0.005 04477 -0.237 316.400 -1140.000 -2.698 -0.994 -64618 0.070 4-5 1 0.647 0.016 -97.660 -533.900 -1.443 0.039 -5.245 -0.001 1.521 0.027 -225.400 -1182.000 -3.334 0.171 -11.900 -06002 4-5 2 -0.538 0.016 -97.320 -367.200 -2.198 0.591 1.798 -0.005 -1.248 0.027 -224.900 -7976200 -5.073 1.478 4.099 -0.010 4-5 3 0.213 0.016 -684290 -228.600 -14374 -0.064 -0.077 -0.007 0.461 0.027 -156.500 -478.300 -3.053 -0.058 -0.103 -0.011 4.5 4 -0.503 0.016 -67.950 -1121000 -1.186 0.132 4100 -0.006 -1.164 0.027 -156.100 -2100900 -2.714 0.334 -0.148 -0.009 4-5 5 0.691 0.022 .74.750 -23.560 -0.904 -1.215 -1.009 -0.003 0.579 0.024 -60.590 -51300 4725 -0.973 -0.812 -0.006 4-5 6 0.816 0.027 -87.730 114.600 -1.060 -0.033 -0.177 0.000 0.373 0.016 -38.950 326160 -0.466 0.009 -0.085 -0.002 4.5 7 -00058 00027 -19.320 147.900 -1.119 -0.130 -0.199 0.002 -0.043 0.016 -9.904 49.200 -0.501 -0.063 -0.083 -0.001 4.5 8 4734 0.027 490110 154.800 -0107 -0.350 -1.615 0.004 -0.073 0.016 19.150 54.860 -0.300 -06184 -0.678 0.000 4-5 9 0.357 0.027 49.510 70.280 -0.005 0.145 -1.619 0.003 0.143 0.016 19.450 21.710 0.020 0.010 -0.681 04000 4-5 10 0.273 0.016 48.500 -33.490 -04039 0.431 4543 0.000 00604 00027 117.900 -65.870 0.014 1.091 -1.319 0.002 4-5 11 0.006 00016 481800 -116.700 -0.261 0.566 0.226 0.000 -0.085 0.027 118.300 -267.800 -0.532 1.267 0.654 0.001 4.6 1 0.632 -5.309 -74.100 -119.400 -0.233 -06215 -0.978 0.001 1252 -12.900 -152.300 -269.600 -0.456 -04607 -1.845 0.002 4-6 2 -0.569 -06488 -63.660 -23.130 -7.749 0.843 1.126 0.004 -1.174 -1.317 -131.200 -65.000 -3.865 1.078 2.604 0.007 4-6 3 0.180 1.191 -77.010 108.700 -0.878 1.375 21631 00013 0.090 06689 -37.310 61.320 -0.351 0.911 1.198 0.007 4-6 4 0.542 2.593 .24.330 2306200 0.209 3.112 -0.586 0.018 0.260 1.350 -11.580 120.200 0.100 1.743 -0.260 0.009 4.6 5 -0.641 5.302 2.355 2766300 7.158 12.340 -0.337 0.019 -0.392 2.753 1.480 141.900 0.880 6.478 -0.119 0.010 4.6 6 0.705 1.714 28.620 231.600 0.937 3.698 -2.546 0.017 0.320 0.892 14.270 119.800 0.360 14910 -1.132 0.009 007 4.6 7 1.158 1.293 84130 132.300 0.961 7.192 -1.700 0.013 0.582 0.726 41.660 70.460 0.172 3.725 -0.820 0. 44i 8 -1.155 0.033 51.120 -236860 0.085 0.171 0.046 0.004 -2375 0.005 103.900 -59.760 0.111 0.246 0.087 0.006 4-6 9 -00736 -0.574 770090 -155.400 0.452 -1.778 -1.251 0.001 -1.473 -1.212 157.100 -327.700 1.044 -3.648 . -2.731 0.000 4.6 10 1.915 -0.627 104.700 -314200 1.382 0.912 -3.916 -0.002 3.889 -1.301 213.600 -651.000 3.397 7 1.859 2 815 -7.979 4 692 -0.004 001 -0 4-6 11 -1.136 -0.215 114.100 -522.800 0.317 1.394 26268 0.000 -2.357 -0.448 232.700 -1077200 0459 . . 4 4-7 1 -0.363 -0.104 -142.900 -5096600 1.259 0.877 -0.214 0.004 -0.741 -0.225 -293.000 -1049.000 2.398 1.744 -0.544 0.008 4-7 2 -0.415 .0.104 -121.700 -153.500 00786 4176 2.275 0.023 -0.849 -0.225 -250.000 -318.900 1.511 4408 4.592 0.047 4-7 3 0.177 -0.225 -161900 246.200 1.489 -1.123 04738 0.093 0.093 .0.104 -79.320 120.500 0.802 -0.518 0.398 0.044 4-7 4 0.281 -06225 -120.900 637.400 1.441 4524 0339 0.132 0.147 -0104 -58.100 309.900 0.799 -0.204 0.409 0.063 4-7 5 0.529 -0.225 -34.940 873.200 1.667 0.376 0.903 0.158 0.283 -0.104 -15.690 422.000 0.975 0.272 0.526 0.075 4-7 6 1.043 -0.225 8.059 927.200 2.147 2.287 10227 04165 0.554 -0.104 50524 444.400 10269 1.291 0.715 0.078 4-7 7 2.239 -0.225 51.060 829100 3.147 7.208 16911 04155 16177 -0.104 26.740 392.100 1.840 1884 1.095 0.073 4-7 6 9353 -0.225 137.100 550.400 8.697 236320 5.707 0.125 5.056 -0.104 69.150 250.200 4.857 12270 - 3.128 0.058 4.7 9 18.610 4225 180.100 114.600 14.960 63180 94863 06085 9.587 -0.104 90.360 31.090 8.183 32.840 5.309 0.039 4-7 10 25.970 -0.104 1320800 -272.800 19.380 79.730 14.640 06018 51.220 -0.225 2664100 -493.000 36.540 155.000 27.680 0.041 4-7 11 31490 -0.104 1541000 -658.700 25.930 159.600 25.450 06003 67.120 -0.225 309.100 -1267.000 49.610 313.900 49.330 0.006 0 4.8 1 -2.014 -0.074 -134.800 -6686700 8.813 177.900 18.740 0.001 1.152 -0.123 -242.400 -1302.000 20.000 353.700 366990 0. 00 4.8 2 -24.330 -0.074 -116.300 -330.700 -14.840 141.100 -13.580 0.005 -41.610 -04123 -209.900 -6936000 -25.070 296700 -23.330 0.004 4-8 3 -35.010 -0.074 -796170 -64.630 -28.230 52.000 -19490 0.014 -63.870 -0.123 -144.800 -210.200 -51.910 137.500 -35.780 00017 4-8 4 -45.510 -0.115 -94.310 198.200 -36.530 -55.690 -24.710 0.035 - -44.420 -0.098 -92.030 100.100 -36.050 -116630 -24.320 0.023 4-8 5 -18.310 -0.115 36.600 391.900 -12.450 -151.100 -8.709 0.046 -11.770 -0.074 -23.530 257.900 -8.006 -97.140 -5.598 0.029 4-8 6 -7.155 -0.123 -14.610 471700 -1.846 -187.200 -7.907 04048 -2.447 -0.074 -4.982 298.100 0.352 -120.200 -0.165 0.032 4-8 7 9.070 -0.123 17.930 455.800 72.870 -177.900 74641 0.047 6.786 -0.074 13.560 278.900 8.691 -110.500 5.252 0.031 4-8 B 38.850 -0.123 831010 300.400 40.310 -103.100 254710 04038 23.720 -0.074 50.660 181.200 24.230 -63.520 156500 0.025 4-8 9 49.340 -0.123 115.600 26.530 50.030 17.860 32.710 04026 29.650 -0.074 69.210 16.090 29.690 9.599 19.450 0.017 4-8 10 25.410 -0.074 106.300 -223.100 24.600 90.750 19.630 0.008 42.570 -0.123 180.600 -377.300 41.920 153.700 33.450 04012 4-8 11 7.474 -0.074 124.900 -534.100 6.166 136.100 11.890 0.001 12.030 -0123 213.200 -907.100 10.690 229.100 20.360 04002 4-9 1 -11030 -0.076 -126.800 -533.100 -11.490 132.900 -8.725 0.001 -23.120 -04137 -221.100 -903.100 -20.010 222.700 -15.350 0.003 4-9 2 -26.420 -0.076 -107.100 -260.700 -25.490 91.540 -21.240 0.007 -46.110 -0.137 -186.600 -428.200 -44.180 149.900 -36.870 0.014 4-9 3 -41.260 -0.112 -122.900 -28.910 -40.260 29.710 -28.550 0.023 -45.700 -0.118 -136.200 -59.990 -44.880 43.260 -31.770 0.023 4-9 4 -44.730 -0.137 -117.600 256.200 -43.060 -67.680 -29.750 0.043 -25.490 -0.076 -67.910 133.200 -24.990 -33.710 -17.240 0.023 4-9 5 -32.270 -0.137 -83.160 465.600 .31.250 -148.100 -21.470 0.054 -18.740 -0.076 -48.290 254.600 -18.260 -80.320 -12.520 0.030 4-9 6 -18.850 .0.137 -48.680 586.400 -18.050 -194.800 -12.410 0.060 -11.100 -0.076 -28.670 325.500 -10.730 -107.800 -7.358 0.033 4.9 7 8.388 -0.137 20.280 609.200 8.512 -202.800 5.750 0.060 4.408 -0.076 10.570 340.700 4.396 -113.200 2.982 0.033 4-9 8 20.850 -0.137 54.760 543.400 20.670 -176.600 14.230 0.053 11.520 -0.076 30.190 305.400 11.330 -99.080 7.813 0.030 4-9 9 29.810 -0.137 89.240 389.000 29.290 -721.300 20.750 0.041 16.680 -0.076 49.810 219.800 16.270 -68.390 11.550 0.023 4-9 10 29.830 -0.137 123.700 146.200 28.720 -53.240 22.540 0.024 16.800 -0.076 69.430 83.850 16.050 -30.170 12.640 0.013 4-9 11 7.763 -0.076 89.050 -102.500 6.631 -4.608 2.510 0.003 13.630 -0.137 158.200 -185.100 11.840 -8.078 4.414 0.005 4-10 1 0.015 0.014 -44.790 -128.400 -0.534 -0.073 -1.978 -0.001 0.024 0.026 -80.360 -230.700 4850 -0.113 -3.536 -0.001 4.10 2 0.015 0.014 -44.790 409.500 -0.534 -0.066 -1.225 -0.007 0.024 0.026 -80.360 -196.700 -0.850 -0.103 -2.168 4002 4-70 3 0.015 0.014 -44.790 -90.510 4534 -0.060 4.471 -0.002 0.024 0.026 -80.360 -162.700 -0.850 -0.093 4800 -0.003 4-10 4 0.015 0.014 -28.930 -71.960 -0.613 •0.053 -0.210 -0.003 0.024 0.026 -51.970 -129.400 -0.955 -0.083 -0.315 -0.005 4-10 5 0.015 0.014 -28.930 -59.710 -0.673 -0.047 -0.210 -0.002 0.024 0.026 -51.970 -107.400 -0.955 -0.073 -0.315 -0.004 4-10 6 0.015 0.014 -28.930 -47.470 -0.613 -0.040 -0.210 -0.002 0.024 0.026 -51.970 -85.410 -0.955 -0.062 4315 -0.004 4-10 7 0.015 0.014 -28.930 -35.220 -0.673 -0.034 -0.210 -0.002 0.024 0.026 -51.970 -63.410 -0.955 •0.052 -0.315 -0.004 4-10 8 0.015 0.014 -28.930 -22.980 -0.613 -0.027 -0.210 -0.002 0.024 0.026 -51.970 -41.420 -0.955 -0.042 -0.315 -0.003 4.10 9 0.015 0.014 -13.080 -17.040 -0.534 -0.021 -0.640 -0.001 0.024 0.026 -23.570 -30.720 -0.850 •0.032 -1.095 4003 02 4-10 10 0.015 0.014 -13.080 -11.500 -0.534 -0.014 -0.351 -0.007 0.024 0.026 -23.570 -20.740 -0.850 -0.022 -0.572 -0.0 4-10 11 0.015 0.014 -13.080 -5.964 -0.534 -0.008 -0.063 -0.001 0.024 0.026 -23.570 -10.770 -0.850 -0.012 -0.050 -0.001 5-1 7 0.284 0.034 -22.620 14.540 0.389 0.166 1.470 -0.001 0.181 0.025 -73.960 9.149 0.138 0.106 0.854 -0.001 5-1 2 0.284 0.034 -22.620 41.310 0.389 0.502 -0.753 -0.003 0.181 0.025 43.960 25.670 0.138 0.320 -0.596 -0.002 5-1 3 -0.010 0.034 17.120 61.080 0.138 0.517 1.164 -0.005 0.020 0.025 11.910 37.220 -0.177 0.358 0.647 -0.004 5-1 4 -0.516 0.028 25.970 33.840 0.228 0.246 2.654 -0.007 -0.327 0.025 19.480 17.050 0.332 0.236 1.770 -0.006 5.1 5 -0.516 0.028 63.310 -1.773 0.123 -0.364 -0.206 -0.070 -0.442 0.032 57.260 -72.060 0.157 -0.253 -0.178 -0.010 5-1 6 -0.350 0.021 42.570 -54.320 0.646 -0.610 -0.031 -0.009 -0.568 0.036 69.990 -93.160 1.044 -1.019 -0.060 -0.015 5-1 7 -0.266 0.021 42.720 -104.700 1.867 -1.002 0.193 -0.011 -0.415 0.036 70.190 -176.000 3.051 -1.652 0.305 -0.019 5-1 8 -0.266 0.021 67.380 -181.600 1.762 -1.317 1.096 -0.012 4415 0.036 110.400 -301.900 2.911 -2.142 1.761 -0.020 5-1 9 1.815 0.021 74.590 -263.900 4.101 -0.041 -2.032 -0.012 2.977 0.036 122.000 -436.600 6.579 -0.040 -3.365 -0.020 5-1 10 -1.246 0.021 99.420 -377.000 1.433 1.829 -1415 -0.008 -2.047 0.036 162.400 -621.400 2.354 3.028 -2.338 -0.013 5-1 11 -1.246 0.021 99.420 -494.600 1.433 0.355 3.808 -0.003 -2.047 0.036 162.400 -813.700 2.354 0.606 6.235 -0.004 5.2 1 -0.489 -0.199 -145.500 -476.600 0.743 -0.657 2.022 0.008 -0.804 -0.328 -237.700 -784.400 1.229 -1.056 3.302 0.013 5-2 2 0.371 -0.199 -124.100 -113.800 1.138 -0.768 -0.872 0.046 0.602 -0.328 -203.100 491.200 1.845 -1.250 -1.431 0.077 5-2 3 0.048 -0.328 -133.800 267.900 0.937 -0.480 0,446 0.147 0.030 -0.199 -81.130 165.800 0.579 -0.295 0.276 0.089 5.2 4 0.002 -0.328 -99.220 588.700 0.619 -0.405 0.305 0.207 0.007 -0.199 -59.670 359.700 0.384 -0.248 0.189 0.125 6-2 5 -0.002 -0.328 ,29.970 83.500 0.178 -0.407 0.087 0.248 -0.001 -0.199 -16.740 475.500 0.113 -0.24 0.056 5-2 6 -0.007 -0.328 38.700 -0.010 -0 417 -0.006 0.260 -0.004 -0.199 4.932 504.700 -0.002 -0.25 0.156 5-2 7 -0.014 -0.328 57.300 -0.200 .0.448 -0.101 0245 -0.008 -0.199 24.910 451.900 -0.271 -0.059 0.147 5-2 8 -0.041 -0.328 A 43.300 -0.659 -0.523 -0.330 0.202 63.440 321.300 -0.373 -0.197 0.121 -2 9 -0.096 -0.328 09.600 -0.988 -0.718 -0.480 0.141 -0055 -0.199 2.710 120.600 -0.592 -0423 5-2 10 -0.259 -0.199 57.200 -1.116 0.852 46 0328 370 5-2 71 0.385 -0.199 09.400 --0.808 -0.777 -2.629 0.007 0.638 -0.328 236.600 -848.100 -1.376 -1.258 -4.435 0.072 M12?. Design Strip Forces Vail's Front Door Lid Mid Level Maz V I.P. Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I. . ID Section Shear Axial Vertical Bending (kip Torsion. Dphm. Twist (kip- Deflection Shear Dial Vertical Bending Torsion Ophm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) ft) (ki -tt) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) (Kips) 4-3 1 0.523 0.049 -101.100 -563.200 -1.671 -0.252 -4.518 -0.002 11052 0.100 -200.600 -1118.000 -3.388 -0.521 -9.013 -0.005 1.052 4-3 2 -0.489 0.049 -100.600 -387.200 -2.217 0.186 1.309 -0.010 -04962 0.700 -200200 -768.300 -4.482 0.372 2.585 -0.020 -0.962 4-3 3 0.082 0.049 -68.450 -257.000 -1.620 -0.466 -0.244 -0.014 0.162 0.100 -135.000 -511.300 -3.195 -0.911 -0.483 -0.028 00162 4-3 4 0.218 0.049 -36.100 -151800 -1.073 -0.291 -0.574 -0.016 0.430 06100 49360 -308.600 -2.117 -0.565 -1.133 -0.032 0.430 4-3 5 00147 00049 -35.720 -91.010 -0.831 0.081 -0.571 -0.016 0.294 0.100 -690250 -187.200 -1.642 0.768 -1.127 -0.034 0.294 4-3 6 0.244 0.084 -3.294 -128.700 -1.366 0.566 -0.546 -0.028 0.229 0.077 -5.846 -1104800 -1.293 0.524 -0.518 -0.025 0.294 4-3 7 0.267 0.100 60.710 -172.100 -1317 1.143 -0.733 -0.033 0.132 0.049 28.620 -78.490 -0.666 0.567 -0.368 -0.016 0.267 4-3 8 0.227 0.100 61.110 -278.500 -1.203 1.543 -04739 -0.031 0.113 111 0.049 28.920 -128.800 -0.606 0.765 -0.371 -0.015 0.227 4-3 9 -0.473 0.100 1264300 -466.100 -1.755 0.882 10080 -0.027 -0.231 06049 61.260 -219.500 -0.875 0.443 0.526 -0.013 -0.473 4-3 10 -1.087 0.100 191.600 -708.000 -1.818 .0.796 5.932 -0.019 -0.537 0.049 93.640 -3374200 -0.845 -0.384 2.891 -0.009 - -7.087 4-3 11 -0.805 0100 192.000 -1042.000 -1.403 -2.329 -3.027 -0.005 -0.398 0.049 93.940 -500.600 -0.638 -1.142 -1.456 -0.002 -0.805 4-4 1 0.380 -0.112 -155.100 -471.500 -0.627 -1.152 -0.048 06006 0.769 -0.237 -317.800 -982.500 -1.186 -2.350 -0.048 0.012 0.380 4-4 2 0.494 -0.112 -131.500 -85.950 -0.232 0.033 -2.078 0.032 1.004 -0.237 -270.700 .190300 -0.476 0.058 -4.240 0.067 0.494 4-4 3 -04057 -0.112 -846340 208.300 -0.380 0.488 -0.186 0.060 -0.118 -0.237 -176.600 419.000 -0.789 0.982 -0.386 0.126 -06057 4-4 4 -0.092 -0.112 -60.760 408.400 -0.367 0.292 -04187 06084 -0.190 -0.237 -129.500 840.600 •0.768 04580 -0.392 0.176 -0.092 4-4 5 -0.056 -0.112 -13.610 522.700 -0.353 0.076 -0.182 0.099 -0.117 -0.237 -35.410 1091.000 -0.757 0.134 -0.390 0.209 .0.056 4-4 6 -0.064 -0.174 15.260 843.000 -0.599 -0.096 -0.304 00160 -0.074 -0.200 9.044 971.300 -0.708 -00135 -0.360 0.183 -0.041 4-4 7 -0.069 -0.237 57.040 10304000 -0.978 -0.359 -0.492 0.204 -0.031 -0.112 29.510 476.300 -04447 -0.155 -0.225 0.096 -0.031 4-4 8 -0.026 -0.237 143.500 733.500 -1.483 -0.478 -0.732 0.168 -0.010 -0.112 1111 66.860 3354200 -0.670 -0.206 -0.331 0.079 -0.010 4-4 9 -0.019 -0.237 186.700 280.100 -1.893 -0.538 -0.916 0.118 -0.006 -0.112 856540 126.100 -0.856 -0.227 -0.413 0.055 -0.006 4-4 10 -0.439 .0.237 273.200 -346.200 -1203 -06995 0.788 0.061 -0.200 -0.112 122.900 -157.500 -1.448 -0.430 - 0.362 0.029 -06200 4-4 11 0.477 -00237 316.400 -1140.000 -2.698 -0.994 •6.618 0.010 0.198 -0.112 141.600 .513.500 -1.163 -0.455 -2.871 0.005 0.198 4-5 1 0.647 0.016 -97.660 -531900 -1.443 0.039 -5.245 -0.001 1.521 0.027 -225.400 -1182.000 -3.334 0.171 -11.900 -0.002 1.521 4-5 2 -0.538 0.016 -97.320 -367.200 -2.198 0.591 1.798 -0.005 -7.248 0.027 -224.900 -797.200 -56073 1.478 4.099 -0.010 -1.248 4-5 3 0.213 0.016 -68.290 -2284600 -11374 -0.064 -0.077 -0.007 04451 0.027 -156.500 -4780300 -3.053 -0.058 -0.103 -0.011 0.451 4-5 4 -0.503 0.016 -67.950 - -112.000 -1.186 06132 -0.100 -0.006 -1.164 04027 -156100 -210.900 -2.714 00334 -0.148 -0.009 -1.164 4-5 5 0.373 0.016 -38.950 -34.260 -0.466 -0.626 -0.522 -0.004 0.816 04027 -87.730 -34.980 -1.060 -1.424 -1.183 -0.005 04816 4-5 6 0.373 0.016 -38.950 320160 -01466 0.009 -0.085 -0.002 0.816 0.027 -87.730 114.600 -1.060 -0.033 -0.177 06000 0.816 4-5 7 -0.043 0.016 -9.904 49.200 -0.501 -0.063 -0.083 -0.001 -0.058 0.027 -19.320 1470900 -1.119 -0.130 -0.199 0.002 -0.058 4-5 8 -04134 00027 49.110 154.800 -0.707 -06350 -1.615 0.004 -0.073 0.016 19.150 54.860 -0.300 -0.184 -0.678 0.000 -0.134 4-5 9 0.357 0.027 49.510 704280 -00005 0.145 -1.619 0.003 0.143 . 06016 19.450 21.710 0.020 0.010 -0.681 0.000 0.357 4-5 10 0.604 0.027 117.900 -65.870 0.014 1.091 -1.319 00002 0.273 0.016 48.500 -33.490 -06039 0.431 -0.543 04000 0.604 4-5 11 -0.085 0.027 118.300 -267.800 -0.532 1.267 0.654 0.001 04006 0.016 486800 -116.700 -0.261 0.566 0.226 0.000 -0.085 4-6 1 0.632 -5.309 44.100 -119.400 -0.233 -0.215 -0.978 0.001 1.252 -126900 -152.300 -269.600 -0.456 -0.607 -1.845 .0.002 0.632 4-6 2 -0.569 -0.488 -63.660 -23.130 -1.749 0.843 1.126 0.004 -7.174 -1.317 -131.200 -65.000 -3,865 1.078 2.604 06007 -04569 4-6 3 04090 00689 -37.310 614320 -0.351 0.911 1198 00007 0.180 1.191 -776010 108.700 -0.878 1.375 2.631 0.013 0.180 4-6 4 0.260 1.350 -11.580 120.200 0.100 1.743 -0.260 0.009 0.542 26593 -24.330 230.200 06209 3.112 -0.586 0.018 0.542 4-6 5 -0.641 5.302 2.355 276.300 1.158 12.340 -0.337 0.019 -0.392 26753 1.480 141.900 0.880 6.478 -0.119 0.010 -0.641 4-6 6 0.705 1.714 28.620 231.600 0.937 3.698 -2.546 0.017 0.320 0.892 14.270 1194800 06360 1.910 -1.132 0.009 0305 4-6 7 1.158 10293 84.730 132.300 0.961 7.192 -1.700 0.013 0.582 0.726 41.660 70460 0172 3.725 -0.820 0.007 1A58 4-6 8 -2.375 0.005 1034900 -59.760 0.111 00246 0.087 0.006 -1.155 0.033 51120 -23.860 0.085 0.171 0.046 0.004 -1.736 4.6 9 ' -1.473 -1.212 157.100 -327.700 1.044 -3.648 -26731 0.000 -0.736 -0.574 77.090 -155.400 0.452 -1.778 -1.251 0.001 -0.736 4.6 10 3.889 -1.301 213.600 -651.000 3.397 1.859 -76979 -0.004 1.915 -0.627 104.700 -314.200 10382 00912 -3.916 -04002 1.915 4-6 11 -2.357 -0.448 232.700 -1077.000 0.597 2.815 4.692 -0.001 -1.136 -0.215 114100 .522.800 0.317 1394 2268 0.000 36 4-7 1 -0.363 -0.104 -142.900 -509.600 16259 0.877 -0.214 00004 -0141 -0.225 -2936000 -1049.000 2.398 1344 -0.546 0.008 -0.363 4-7 2 :-0.415 -0.104 -127.700 -153.500 0.786 -0.176 2275 0.023 -0.849 -06225 -250.000 318.900 1.511 -0.408 4.592 0.047 -0.415 4-7 3 0.093 -0.104 -79.320 120.600 0.802 -0.518 04398 0.044 0.177 -0.225 -163.900 2456200 1.489 -1.123 0.738 0.093 06093 4-7 4 0147 -0104 -58.100 309.900 0399 -0.204 01409 0.063 0281 -0.225 -120.900 637.400 1.441 -0.524 0.739 0.132 0.147 4-7 5 0.283 -0.104 -15.690 422.000 0.975 0.272 0.526 0.075 0.529 -01225 -34.940 873.200 1.661 0.376 06903 0.158 0.283 4-7 6 0.862 -0.162 8.593 691.300 1.973 2.008 1.112 0.122 0.554 -0.704 5.524 444.400 1.269 1 1.291 0.715 06078 0.554 4-7 7 2.239 -0.225 51.060 829.700 3147 7.208 1.911 0.155 1177 -0.104 26.740 392.100 1.840 3.884 1.095 0.073 1.177 4-7 8 9.753 -0.225 137.100 550.400 8.697 23.320 5.707 0.125 5.056 -0.104 69.150 250.200 4.857 3.128 0.058 5.056 4-7 9 18.610 -0.225 180.100 114.600 14.960 63.180 9.863 0.085 9.587 -0.104 90.360 31.090 8.183 5.309 0.039 9.587 4-7 10 516220 -00225 2664100 -493.000 36.540 155.000 27.680 0.041 25.970 -0.104 132.800 -272.800 19.380 14.540 0.018 25.970 4-7 11 67.120 -0.225 309.100 -1267.000 490610 313.900 49.330 0.006 33.490 -0.104 154.000 -658.700 25.930 25.450 0.003 33.490 4-8 1 -2.014 -0.074 -134.800 -668.700 8.813 177.900 18.140 0.001 1.152 -0.123 -242.400 -13026000 20.000 1 360990 04000 -2.014 4-8 2 24.330 -0.074 -116.300 -330.700 -14.840 141.100 -13.580 00005 -41.610 -0.123 -2090900 -693.000 -25.070 0 4 -23.330 0.004 -24.330 4.8 3 -35.010 -0.074 -79.170 -64.630 -28.230 52.000 -19.490 0.014 -63.870 -0.123 -144.800 -210.200 -51.910 0 -354780 0.017 -35.010 4-8 4 -29.260 -0.074 -60.630 127.400 -23.480 -350800 -150880 0.023 -54.170 -0.123 -112.200 1420600 -43.880 0 -29.610 0.031 -29.260 4-8 5 =11.770 -0.074 -23.530 2516900 -8.006 -97.140 -50598 0.029 -23.560 -0.123 -47.150 376.900 -16.610 0 -11.500 0.042 -11.770 4-8 6 -2.447 -0.074 -4.982 298.100 0.352 -120.200 -0.165 0.032 -7.155 -0.123 -14.610 473.700 -1.846 -187 0 200 -14907 0.048 -2.447 4-8 7 10.560 -0.115 21.100 431800 13.520 -171.900 8.170 0.048 6.808 -0.098 13.400 362.900 9.976 -141.100 5.890 0.037 6.786 4-8 8 38.850 -0.123 83.010 3000400 40.310 -103.100 254710 0.038 234720 -0.074 504660 181.200 24.230 -63.520 15.500 0.025 23.720 4-8 9 49.340 -0.123 115.600 26.530 50.030 17.860 32.710 0.026 29.650 -0.074 69.210 16.090 29.690 9.599 19.450 0.017 29.650 4-8 10 42.570 -0.123 180.600 -377.300 41.920 153.700 33.450 0.012 25410 -0.074 106.300 -223.100 24.600 90.750 19.630 0.008 25.410 4-8 11 12.030 -0.123 213.200 -907.100 10.690 229.100 20.360 0.002 7.474 -0.074 124.900 -534.100 6.166 136.100 11.890 0.001 7.474 4-9 1 -13.030 -0.076 -126.800 -533.100 -11.490 132.900 -8.725 0001 -23.120 -0.137 -221.100 -903.100 -20.010 222.700 -15.350 0.003 -13.030 4-9 2 -26.420 -0.076 -107.100 -260.700 -25.490 91.540 -21.240 0.007 -46.110 -0.137 -186.600 -428.200 -44.180 149.900 -36.870 0.014 -26.420 4-9 3 -29.380 -0.076 -87.530 -38.570 -28.850 27.810 -20.420 0.015 -51.050 -0.137 -152.100 -41.770 49.880 38.980 -35.360 0.028 -29.380 4-9 4 -25.490 -0.076 -67.910 133.200 -24.990 -33.710 -17.240 0.023 44.130 -0.137 -117.600 256.200 -43.060 -67.680 -29.750 0.043 .25.490 4-9 5 -18.740 -0.076 38.290 254.600 -18.260 -80.320 -12.520 0.030 -32.270 -0.137 -83.160 465.600 -31.250 -148.100 -21.470 0.054 -18.740 4-9 6 -.11.100 -0.076 -28.670 325.500 -10.730 -107.800 -7.358 0.033 -18.850 -0.137 -48.680 586.400 -18.050 -194.800 -12.470 0.060 -11.100 4-9 7 8.388 -0.137 20.280 609.200 8.512 -202.800 5.750 0.060 4.408 -0.076 10.570 340.700 4.396 -113.200 2.982 0.033 4.408 4-9 8 20.850 -0.137 54.760 543.400 20.670 •176.600 14.230 0.053 71.520 -0.076 30.190 305.400 11.330 -99.080 7.813 0.030 11.520 4-9 9 29.810 -0.137 89.240 389.000 29.290 -121.300 20.750 0.041 16.680 -0.076 49.810 219.800 16.270 -68.390 11.550 0.023 16.680 4-9 10 29.830 -0.137 123.700 146.200 28.720 -53.240 22.540 0.024 16.800 -0.076 69.430 83.850 16.050 -30.170 12.640 0.013 16.800 4-9 11 13.630 -0.137 158.200 -185.100 11.840 -8.078 4.414 0.005 7.763 -0.076 89.050 -702.500 6.631 4.608 2.510 0.003 7.763 4.10 1 0.015 0.014 -44.790 -128.400 -0.534 -0.073 -1.978 -0.001 0.024 0.026 -80.360 -230.700 -0.850 -0.113 -3.536 -0.001 0.024 4-10 2 0.015 0.014 -44.790 -109.500 -0.534 -0.066 -1.225 -0.001 0.024 0.026 -80.360 -196.700 -0.850 -0.103 -2.168 -0.002 0.024 4-10 3 0.015 0.014 46.790 -90.510 -0.534 -0.060 -0.471 -0.002 0.024 0.026 -80.360 -162.700 -0.850 -0.093 -0.800 -0.003 0.024 4-10 4 0.015 0.014 -28.930 -71.960 -0.613 -0.053 -0.210 -0.003 0.024 0.026 -51.970 -129.400 -0.955 -0.083 -0.315 -0.005 0.024 4-10 5 0.015 0.014 -28.930 -59.710 -0.613 -0.047 -0.210 -0.002 0.024 0.026 -51.970 -107.400 -0.955 -0.073 -0.315 -0.004 0.024 440 6 0.015 0.014 -28.930 -47.470 -0.613 -0.040 -0.210 -0.002 0.024 0.026 -51.970 -85.410 -0.955 -0.062 -0.315 -0.004 0.024 4-10 7 0.015 0.014 -28.930 -35.220 -0.613 -0.034 -0.210 -0.002 0.024 0.026 -51.970 -63.410 -0.955 -0.052 -0.315 -0.004 0.024 4-10 8 0.015 0.014 -28.930 -22.980 -0.613 -0.027 -0.210 -0.002 0.024 0.026 -51.970 41.420 -0.955 -0.042 -0.315 -0.003 0.024 4-10 9 0.015 0.014 -13.080 -17.040 -0.534 -0.021 -0.640 -0.007 0.024 0.026 -23.570 -30.720 -0.850 -0.032 -1.095 -0.003 0.024 4-10 10 0.015 0.014 -13.080 -11.500 -0.534 -0.014 -0.351 -0.001 0.024 0.026 -23.570 -20.740 -0.850 -0.022 -0.572 -0.002 0.024 4-10 11 0.015 0.014 43.080 -5.964 -0.534 -0.008 -0.063 -0.001 0.024 0.026 -23.570 -10.770 -0.850 -0.012 -0.050 -0.001 0.024 5-1 1 0.181 0.025 -13.960 9.149 0.138 0.106 0.854 -0.001 0.284 0.034 -22.620 14.540 0.389 0.166 1.470 -0.001 0.287 5-1 2 0.181 0.025 -13.960 25.670 0.138 0.320 -0.596 -0.002 0.284 0.034 -22.620 41.310 0.389 0.502 -0.753 -0.003 0.287 5-1 3 0.002 0.036 17.940 60.380 0.049 0.535 1.142 -0.005 .06001 0.021 10.550 38.370 -0.029 0.327 0.682 -0.003 0.002 5-1 4 -0.554 0.036 29.630 29.360 0.301 0.305 2.877 -0.009 -0.330 0.021 17.760 19.910 0.219 0.189 1.731 -0.005 -0.554 5-1 5 -0.554 0.036 69.790 -10.380 0.162 -0.351 -0.223 -0.012 -0.330 0.021 42.420 -3.974 0.115 -0.201 -0.131 -0.007 -0.554 5-1 6 -0.568 0.036 69.990 -93.160 1.044 -1.019 -0.060 -0.015 -0.350 0.021 42.570 -54.320 0.646 -0.610 -0.031 -0.009 -0.568 5-1 7 .0.415 0.036 70.190 -176.000 3.051 -1.652 0.305 -0.019 -0.266 0.021 42.720 -104.700 1.867 -1.002 0.193 -0.011 -0.415 54 8 -0.415 0.036 110.400 -301.900 2.911 -2.142 1.761 -0.020 -0.266 0.021 67.380 -181.600 1.762 -1.317 1.096 -0.012 -0.415 54 9 2.977 0.036 122.000 -436.600 6.579 -0.040 -3.355 -0.020 1.815 0.021 74.590 -263.900 4.701 -0.041 -2.032 -0.012 2.977 5-1 10 -2.047 0.036 162.400 -621.400 2.354 3.028 -2.338 -0.013 -1.246 0.021 99.420 -377.000 1.433 1.829 -1.415 -0.008 -2.047 I5-1 17 -2.047 0.036 162.400 -813.700 2.354 0.606 6.235 -0.004 -7.246 0.021 99.420 494.600 1.433 0.355 3.808 -0.003 -2.047 5-2 1 -0.489 -0.199 -145.500 -476.600 0.743 -0.657 2.022 0.008 -0.804 -0.328 -237.700 -784.400 1.229 -1.056 3.302 0.013 -0.489 5-2 2 0.371 -0.199 -124.100 -113.800 1.138 -0.768 -0.872 0.046 0.602 -0.328 -203.100 -191.200 1.845 -1.250 -1.431 0.077 0.371 5-2 3 0.030 -0.199 -81.130 165.800 0.579 -0.295 0.276 0.089 0.048 -0.328 -133.800 267.900 0.937 -0.480 0.446 0.147 0.030 X5-2 4 0.001 -0.199 -59.670 359.700 0.384 -0.248 0.189 0.125 0.002 -0.328 -99.220 588.700 0.619 -0.405 0.305 0.207 0.001 'S-2 5 -0.001 -0.199 -16.740 475.500 0.113 -0.249 .0.056 0.150 -0.002 -0.328 -29.970 783.500 0.178 -0.407 0.087 0.248 -0.001 5-2 6 -0.006 -0.309 7.671 785.100 -0.003 -0.395 -0.002 0.243 -0.006 -0.261 3.658 670.500 -0.010 -0.332 -0.006 0.208 -0.004 5.2 7 -0.014 -0.328 39.180 757.300 -0.200 -0.448 -0.101 0.245 -0.008 -0.199 24.910 451.900 -0.117 -0.271 -0.059 0.147 -0.008 5-2 8 -0.041 -0.328 105.000 543.300 -0.659 -0.523 -0.330 0.202 -0.023 -0.199 63.440 321.300 -0.394 -0.313 -0.197 0.121 -0.023 5.2 9 -0.096 •0.328 137.900 209.600 -0.988 -0.718 -0.480 0.141 -0.055 -0.199 82.710 120.600 -0.592 -0.423 -0.287 0.084 -0.055 5-2 10 -0.446 -0.328 203.700 -255.600 -1.861 -1.457 1.101 0.072 -0.259 -0.199 121.200 -157.200 -1.116 -0.852 0.657 0.043 -0.259 5-2 11 0.638 7o.328 236.600 -848.100 .1.376 -1.258 -4.635 0.012 0.385 -0.199 140.500 -509.400 -0.808 -0.717 -2.629 0.007 0.385 MIU Design Strip Forces Vail's Front Door Lid Mid Level Max P Max P Max P Mu P Max P Max r Max r ri m r i.r. S Axial • • Vertical Bending Torsion D phm. Tw ist (kip- De flection ID Section Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection hear -tt) (ki Ki -tt) Bendin (ki ft) (inches) (Kips) (Kips) (kip-tt) (kip-ft) Bending ft) ( inches) (Kips) (Kips) p ps) ( p 8 -0 0 2 4 51 43 1 100 0 600 .200 -1118.000 -36388 .0.521 -9.013 -0.005 00523 0.049 -101.100 -563.200 -1.671 -0.252 . - 30 1 9 1 0 -00 4 2 . 100 0 . 200 -200 .768.300 -4.482 0.372 2.585 -0.020 -0.489 0.049 .100.800 -387.200 -2.217 0.186 . 44 014 -0 -3 4 3 3 . 0 100 . -735.000 -511.300 -3.195 -0.917 -0.483 -0.028 0.0.2 0.049 -7.000 -68.450 25 -7.620 -0.466 -0.2 0 574 . 076 -0 - 4.3 4 . 0.100 -69.760 -308.600 72.117 70.565 71.133 -0.032 0.218 0.049 -36.100 -153.800 -1.073 .0.291 081 0 . - 571 -0 . 016 -0 q 3 5 0.100 -69.250 -187.200 -1.642 0.168 -1.127 -0.034 0.147 0.049 .720 -91.040 - -0.837 0 832 . 337 0 . 333 -0 . -0.016 43 6 0.100 -4.547 -152.500 -16643 0.678 -0.657 -0.034 0.147 0.069 -3 -3.758 -71.240 78 490 . - 666 .0 . 567 0 . 0 368 -0.016 43 7 0.100 60.710 -172.100 -1.317 1.143 -0.733 -0.033 7 0.132 0.049 049 0 . 28.620 - 800 920 -128 28 . .0 606 . 0.765 . 0..371 • 0.015 4.3 8 0.100 61.110 -278.500 .1.203 1.543 -0 739 0.031 7 0.113 . 0 049 . . 260 -219 500 61 6 -0 875 0.443 0 .526 . -0.073 q.3 9 0.100 126.300 .466.100 .1.755 06882 16080 0.027 -0.231 . 0 049 . . 640 -337 200 93 . 845 -0 -0.384 2.891 -0.009 q-3 10 0.100 191.600 -708.000 -1.818 -0.796 54932 -0.019 -0.537 . 049 0 . . 500 940 -500 93 . -0 638 -1.142 -1.456 -0.002 4-3 11 0.100 192.000 -1042.000 -1.403 -2.329 -3.027 -0.005 06 -0.398 769 0 . 237 .0 . . 800 -982.500 -317 . -1.186 -2.350 -0.048 q-q 1 -0.112 -155.100 -471.500 -0.627 .1.152 -0.048 0.0 0 032 . 004 1 . . 700 -190.700 237 -270 -0 -0.476 0.058 -4.240 4.4 2 -0.112 .131.500 -85.950 .0.232 0.033 -2.078 . 0 060 . 118 .0 . 0 600 419.000 237 176 -0 -0.789 0.982 -0.3.6 q-q 3 -0.112 -84.340 208.300 -0.380 7 0.488 0 292 -0.186 187 -0 . 084 0 . 190 .0 . .0.237 . .129.500 840.600 -0.768 0.580 -0.392 4 4 -0112 -60.760 408.400 -0.36 0 353 . 076 0 . -0 182 . 099 0 . -0.117 .0.237 -35.410 1091.000 -0.757 0.134 -0.390 N 4-4 5 -0112 -13.610 522.700 000 542 . - -0385 . 061 0 . 196 -0 . 0.103 •0088 -0.237 12.310 7152.000 0.836 -0.155 -0.425 4.q 6 7 -0112 0172 9.811 510 29 . 300 476 447 -0 . -0.155 . -0.225 0.096 -0.069 -0.237 57.040 1030.000 0.978 -0.359 -0.492 4.4 4 8 - -0 112 . 66 860 . 335.200 . -0.670 -0.206 -0.331 0.079 -0.026 -0.237 143.500 733.500 -7.483 -0.478 0.732 .4 4 4 9 . 112 •0 . 85.540 126.100 -0.854 .0.227 .0.413 0.055 .0.019 0.237 186.700 280.100 -1893 -0.538 -0.916 0 788 - 4-4 10 . 112 -0 122.900 -157.500 -1.448 -0.430 0.362 0.029 -0.439 .0.237 273.200 -346.200 -3.203 -0.995 . 618 6 0 010 44 11 . 70 112 141.600 .513.500 -16183 -0.455 -2.871 0.005 0.477 .0.237 316.400 -1140.000 -2.698 -0.994 . - 265 5 . 001 -0 q-5 1 . 027 0 -225.400 -1182.000 73.334 0.171 -114900 -0.002 0.647 0.016 -97.660 -533.900 -1.443 00039 . - 1 798 . 005 70 4-5 2 . 0.027 -224.900 -797.200 -50073 1.478 4.099 -0.010 -0.538 0.016 .97.320 -367.200 -2.198 0.591 64 . 077 -0 . 007 .0 4-5 3 0.027 -156.500 •478.300 -3.053 -0.058 -0.103 -0.011 0.213 0.016 -68.290 -2286600 -1.374 -040 132 . 100 -0 . -0 006 q.5 4 0.027 -156.100 -210.900 72.714 0.334 -0.148 -0.009 -0.503 0.016 -67.950 -112.000 -1.186 0. 0 626 . 522 -0 . 00 -0 4-5 5 0 027 -87.730 -34.980 -1.060 -1424 -1.183 -0.005 01373 0.016 -36.950 -34.260 -0.466 . - 09 . -0 085 . 002 -0 2 4-5 6 . 0.027 -87.730 114.600 -1.060 .0.033 -0.177 0.000 0.373 0.016 -38.950 326160 -0.466 1 0.0 063 0 . 083 -0 . 001 -0 4-5 7 0.027 -19.320 147.900 -1.119 -0.130 -0.199 0.002 -0.043 0.016 -9.904 49.200 0 -0650 300 0 - . 184 -0 . 678 -0 . 0.000 q-5 8 0.027 494110 154.800 .0.707 -0.350 -1.615 0.004 -0.073 0.016 19.150 54.86 710 21 - . 020 0 . 010 0 . 681 -0 0.000 4.5 9 0.027 49.510 70.280 70.005 0.145 -1.619 0.003 00143 0 273 0.016 016 0 4 19.450 490 500 -33 48 0 -0.039 . 0.431 . -0.543 0.000 q-$ 10 0.027 117.900 -65.870 0.014 1.091 267 7 -1.319 654 0 0.002 0 001 . 006 0 . 0.016 . . 48.800 -116.700 -0.261 -co 0.226 0.000 4-5 11 0.027 118.300 -267.800 -0.532 233 0 . -0 215 . 978 -0 . 001 0 . 1.252 -12.900 -152.300 -2694600 -0.456 -0.607 -7.845 0.002 q.6 1 -50309 -74.100 60 -119.400 -23 130 . - 749 -1 . 0 843 . 1.126 . 0.004 .16174 -1.317 -131.200 -65.000 .3.865 1.078 2.604 0.007 4-6 2 -0.488 791 1 -63.6 -77 010 . 700 108 . -0 878 . 1.375 2.631 0.013 0.090 0.689 -37.310 61.320 -0.351 0.911 1.198 0.007 46 - 4 3 4 . 593 2 . 330 -24 . 230.200 . 0.209 3.112 -0.586 0.018 0.260 1.350 -11.580 120.200 06100 1.743 -0.260 0.009 010 0 .6 4 6 5 . 302 5 . 2.355 276.300 1.15. 12.340 -0.337 0.019 -0.392 2.753 1.480 141.900 6.478 -0.119 132 1 . 0 009 . 4-6 6 . 7.714 28.620 231.600 0.937 3.698 -2.546 - 0 017 00320 0.892 14.270 119.800 1.910 725 3 . - 820 -0 . 0.007 4.6 7 7.293 84.730 132.300 0.961 7.192 7 .700 0.013 0.582 0.726 41.660 70.460 440 54 . 181 0 . 0 075 0.005 q.g 8 0.060 766020 -32.730 0.087 0.280 0.065 0.006 -2.026 -0.011 1 . 88.970 - 100 -327 700 157 0 -3.648 . -2.731 0.000 4-6 9 -0.574 77.090 -155.400 0.452 -1.778 -1.251 0.001 -1.473 -1.2 2 301 1 . . 000 600 -651 213 1.859 -7.979 -06004 4-6 10 -06627 104.700 -314.200 16382 0.912 -3.916 68 -0.002 000 0 3.889 357 -2 . - -0 448 . 0 2326700 -1077.000 2.815 4.692 -0.001 q.6 17 -0.215 114.100 -522.800 04317 5 1.394 877 0 2.2 -0 214 . 004 0 . -0 741 . .0.225 -293.000 -1049.000 1.744 -0.544 0.008 4-7 1 -0.104 00 -509.600 1.2 9 7 6 . 176 0 . 275 2 . 0 023 . .0 849 -0.225 -250.000 -318.900 1 .0.408 4.592 0.041 4-7 2 -0.104 00 -153.500 0. 8 . . 0 518 . 398 0 6 0044 . 177 0 -0.225 -163.900 245.200 -1.123 0.738 0.093 4-7 3 -0.104 20 72 120.600 0.802 . - 204 0 . 0409 0063 . 281 0 -0225 -120.900 637.400 -0.524 0.739 0.132 4-7 4 -0.104 00 309.900 422000 0.799 0 975 . - 272 0 0 526 0.075 . 0.529 -0225 -34.940 873.200 0.376 0903 0158 -7 5 6 104 -0 90 24 444400 . 1269 . 1291 . 0.715 0.078 1.043 -0.225 8.059 927.200 2.287 1.227 0.165 155 -7 4 7 1 . N 40 392.100 1.840 3884 1095 2.239 -0.225 51.060 829.700 7.208 1.911 5707 0. 0125 . q7 8 104 -0 150 250.200 4.857 12.270 3.128 0.058 9.753 -0.225 137.100 550400 23.320 9863 0085 9 . -0.104 60 31.090 8183 32840 5309 0.039 18.610 -0225 180.100 114.600 63.180 155 000 27680 041 0 7 10 -0.104 00 -272.800 19380 79730 14.540 0.018 51.220 -0225 -493.000 6 . 900 313 330 49 . 0 006 q.7 71 704 -0 00 -658.700 25.930 159600 25.45 0003 67.120 -0.225 309.100 -1267.000 49.610 . . 36 990 . 000 0 1 . 074 -0 00 -668.700 883 177900 1840 0.001 1.152 723 -242.400 -1302.000 20.000 353.700 . 0 . 004 0 q.8 2 . 074 -0 00 -330.700 -14.840 141.100 -13.580 0.005 -41.610 -0.123 -209.900 -693.000 -25.070 296.700 -23.33 0 017 0 4.8 3 . 074 -0 -79 170 -64.630 -28.230 52.000 -19.490 0.014 -63.870 -0.123 -144.800 -210.200 -51.910 137.500 -35.780 . 031 0 4-8 4 . -0 074 . 630 -60 127.400 -23.480 -35.800 -15.880 0.023 -54.170 -0.123 .112.200 142.600 -43.880 -23.560 -29.610 0 5 . 0 042 4.8 q 5 . 074 -0 . 530 -23 251.900 -8.006 .97.140 -50598 0.029 -23.560 .0.123 -47.150 376.900 -16.610 -139.000 -11. 0 907 . 048 0 -8 g 6 . 074 .0 . 982 -4 298.100 0.352 -120.200 -0.165 0.032 -7.155 -0.123 -14.610 4730700 -1.846 -187.200 -1. 641 7 . 047 0 4- 4 8 7 . 074 -0 . 13 560 278.900 8.691 -110.500 5.252 0.031 9.070 -0.123 17.930 455.800 12.870 -177.900 . 710 25 . 038 0 - 4 8 8 . 074 -0 . 506660 181.200 24.230 -63.520 15.500 0.025 38.850 -0.723 830010 3000400 404310 -103.100 . 710 32 . 0 026 - q.. 9 . -0.074 69.210 16.090 290690 9.599 19.450 0.017 49.340 -0.123 115.600 26.530 50.030 17.860 700 153 . 450 33 . 0 012 q-8 10 .0.074 106.300 .223.100 246600 90.750 19.630 0.008 42.570 -0.123 180.600 -377.300 41.920 . 100 29 . 20 360 . 002 0 q 8 11 074 .0 124.900 .534.100 6.166 136.100 11.890 0.001 12.030 -0.123 213.200 -907.100 10.690 . 2 700 . 350 15 . 0 003 . 4.9 1 . -0.076 -126.800 -533.100 -11.490 132.900 -8.725 0.001 -23.120 -0.137 -221.700 -903.100 -20.010 222. 900 149 . - 870 36 . 014 0 9 q 2 076 -0 .107.100 -260.700 -25.490 91.540 -21.240 0.007 -46.110 -0.137 -6.600 -428.200 18 -44.180 . . 350 35 . 028 0 - 4 9 3 . -0 076 530 -87 -38.570 -28.850 27.810 -20.420 0.015 -51.050 -0.137 -152.100 -41.770 -49.880 38.980 . - 750 9 . 0 043 . 4 9 4 . 076 -0 . -67.910 133.200 -24.990 -33.710 .17.240 09023 -44.130 -0.137 -117.600 256.200 7 -43.060 -67.680 100 -2 . 21470 . 054 0 - 4.9 5 . -0.076 -48.290 254.600 -18.260 -804320 -124520 0.030 -32.270 .0.137 83.160 465.600 -31.250 -148. 4 800 - 410 -12 . 0 060 4 9 6 076 -0 -28.670 325.500 -10.730 -107.800 -7.358 0.033 -18.850 -0.137 -48.680 586.400 -18.050 . -19 . 750 5 . 060 0 - 4.9 7 . 076 -0 10.570 340.700 4.396 -713.200 2.982 0.033 8.388 -0.137 20.280 609.200 8.512 -202.800 00 . 14 230 . 0 053 4 9 8 . 076 -0 30.190 305.400 11.330 -99.080 7.813 0.030 20.850 -0.137 54.760 543.400 20.670 -176.6 . 20 750 . 0 041 - 4 9 9 . -0 076 810 49 219.800 16.270 768.390 11.550 0.023 29.810 -0.137 89.240 389.000 29.290 -121.300 . 540 22 . 024 0 . q 9 70 . .0 076 . 69.430 83.850 16.050 -30.170 12.640 0.013 29.830 -0.137 0 146.200 27 28.720 -53.240 78 . 414 4 . 005 0 . 4 .9 1 1 . -0.076 89.050 -102.500 6.637 -4.608 2.510 0.003 13.630 -0.137 00 11.840 -8.0 073 . 978 -1 . .0 001 4 1 0 7 026 0 -80.360 -230.7 00 -0.850 -0.113 .536 001 0.015 0.014 90 -128.400 -0.534 .0. 6 . 1 225 . 0 001 . 4.10 2 . 0.026 -80.360 -196700 0850 -0.103 -2.168 -0.002 0.015 0.014 90 -109.500 -.534 4 .0.06 060 0 . - 471 .0 . 002 -0 4-10 3 0.026 •80.360 -162.700 -0.850 -0.093 -0.003 0.015 0.014 90 -90.510 -0.53 613 0 - . 053 -0 . 210 -0 . -0 003 4-10 4 0.026 •51.970 -129.400 -0083 0.014 R 30 -71.96 71 59 - . 613 -0 . 047 - . -0 210 . -0.002 4-10 5 0.026 -51.970 -107.400 -0955 -0073 -0.315 -0.004 0.015 0.014 14 . 30 - 30 -47 47 . 613 -0 . .0.040 . -0.210 -0.002 4-10 6 0.026 -51.970 -85.410 .0.315 -0.004 04 0.015 0 015 0.0 014 0 . 30 -35.220 . -0.673 -0.034 -0.210 -0.002 4.10 7 0.026 -51.970 -63.410 -0.955 -0.052 0 042 -0.315 315 -0 0.0 -0 003 . 0015 . 0.014 30 -22.980 -0.613 -0.027 0210 -0002 4-ip 8 0026 -51.970 •41.420 720 30 -0.955 -0 850 . - -0 032 . -1095 . -0.003 0015 80 -17.040 -0.534 0.021 -0.640 -0.001 4-10 9 10 0.026 026 0 -23.570 570 -23 . - -20.740 . 50 . 0.022 -000 0.015 0.014 80 -11 -.014 -0.351 0 001 4-10 410 11 . 026 0 . -23.570 -10.770 -0850 -0.012 -0050 .0.001 0.015 0.014 -.80 -5.964 -0.534 -0.008 -0.063 0 902 . - 001 -0 5-7 1 . 0.036 -22.440 14.540 0.353 0.167 1.441 -0.001 0.177 0.021 -14.270 9.151 0.199 199 0 0.103 0 312 . 517 0 - . -0.002 6-1 2 0.036 -22.440 41.090 0.353 0.506 -0.800 -0.003 0.177 0.021 1 -14.270 26.040 370 550 38 10 . -0 029 . 0.327 . 0.682 -0.003 5-1 3 0.036 17.940 60.380 0.049 0.535 1.142 -0.005 7 -0.001 70 330 0.02 0 021 . . 760 19.910 17 . 0.219 0.189 7.731 0 .005 5-1 4 0.036 29.630 29.360 0.301 0.305 2.877 0.009 0 2 . 330 0 . 021 0 . 420 -3.974 42 0.115 70.201 -0.131 . -0.007 5-1 5 0.036 69.790 00.380 0.162 -0.351 7 -0 .223 •0. 1 015 0 . - 350 -0 . 021 0 . 570 -54.320 42 0.646 -0.610 .031 -0 -0.009 5.1 6 0.036 69.990 -93.160 1.044 1.019 -0.060 0 305 . - 079 -0 . -0 266 . 021 0 . 42.720 -104.700 1.867 •7.002 0.193 .0.011 5.7 7 - 0.036 - 70.190 -176.000 3.051 -1.652 . 1 761 . 020 -0 . 266 -0 . 0 021 67.380 -181.600 1.762 -1.317 1.096 -0.012 5-1 8 0.036 770.400 -301.900 2.911 -2.142 . 355 3 . -0 020 . 815 1 . 0 021 74.590 -263.900 4.101 -0.041 -2.032 -0.012 5-1 9 0.036 122.000 -436.600 6.579 -0.040 3 028 . - 338 -2 . 013 -0 . -7 246 . 0.021 99.420 -377.000 1.433 1.829 1.415 - -0.008 5-1 10 0.036 036 162.400 400 162 -621.400 700 -813 2.354 354 2 . 0.606 . 6.235 . -0.004 . -1.246 0.021 99.420 -494.600 4433 0.355 3.808 -0.003 5-1 t1 1 0. 199 -0 . 500 -145 . -476 600 . 0.743 .0.657 2.022 0.008 -0.804 70.328 -237.700 -784.400 1.229 -1.056 3.302 0.013 077 0 5.2 2 . -0 199 . 100 -124 . -113.800 1.138 -0.768 -0.872 0.046 0.602 -0.328 -203.100 -191.200 1.845 -1.250 -1.431 46 . 147 0 $.2 3 . 199 -0 . =81.130 165.800 0.579 -0.295 0.276 0.089 0.048 -0.328 -133.800 267.900 0.937 -0.480 0.4 305 0 . 207 0 5.2 5.2 4 . .0.199 -59.670 359.700 0.384 -0248 0.189 0.125 0.002 -0.328 •99.220 588.700 3 500 0.679 178 0 -0.405 407 .0 . 087 0 . 0.248 54 5 -0.199 -76.740 475.500 0.173 -0.249 0.056 0.150 -0.002 •0.328 . -29.970 78 700 302 838 5 . -0 070 . 477 -0 . •0.006 0.260 5-2 6 .0.199 4.932 504.700 -0.002 -0.254 -0.001 0.156 -0.007 -0.328 70 328 . . 300 180 757 39 . -0 200 . -0 448 -0.107 0.245 5.2 7 -0.199 24.910 451.900 -0.117 -0.271 -0.059 0.147 1 -0.014 041 0 . -0 328 . . 000 543.300 105 . -0.659 -0.523 -0.330 0.202 5-2 8 -0.799 63.440 321.300 •0.394 -0.313 -0.197 0 287 0. 21 084 0 . - -0 096 . -0 328 . 137.900 209.600 70.988 -0.718 - 0.141 5-2 g .0.78 9 82.710 120.600 -0.592 116 1 -0.423 852 -0 . • 0 657 . 043 0 . -0.446 . -0.328 203.700 7255.600 -1.961 -1.457 11 1.101 0.072 5.2 10 -0.79 9 121.20 0 -157.20 . 0 - . . 629 2 . 007 0 638 0 328 -0 236.600 -848.100 -1.376 -1.258 1 35 -4. 0.012 5-2 11 70 .19 9 140.500 -509.400 -0.808 -0.717 - . . . . KIM Design Strip Forces Vail's Front Door Lid Mid Level Max M I P Max M Max M Max M Max M Max M Max M Max M Min M I.P. On M Min M Min M Min M Min M Min M Min M ID Section . . Shear Axial I Vertical Bending (kip Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) ft) (kip-ft) Bendin fl) (inches) (Kips) (Kips) (Kips) ft) (kip4t) Bendin ft) (inches) 5-3 1 1.130 -0.006 -100.800 -524.800 -1.032 0.167 -5.246 -0.002 1.929 -0.003 -169.200 -874.200 -1.757 0.240 -8.813 331 215 3 3 2 -0.003 -0 013 53 2 -0.532 -0.006 -100.500 -352.600 -1.895 1.322 1.992 -0.008 -0.902 -0.003 -168.800 -585.300 . . -3.20 . 5-3 3 0.058 -0.006 -70.520 -209.500 -1.285 0.619 0.172 •0.009 0.096 -0.003 7117.100 7346.300 -2.123 1.024 0.204 092 -0.016 0 013 5-3 4 -0.807 .0.006 -70.180 -89100 -1.026 0.517 0.039 -0.007 -1.377 -0.003 -1160600 -146.400 .1.689 0.857 0. . - 5-3 5 0.399 -0.006 -40.220 -8.816 -0.362 -0.721 -0.435 -0.004 0.603 -0.003 -65.020 -15.460 -0.578 -1.169 -0.718 -0.008 5-3 6 0.603 -0.003 -65.020 95.410 -0.578 -0.141 0.192 -0.002 0.399 -0.006 -40.220 59.760 -0.362 -0.040 0.112 0.000 5-3 7 -0.046 -0.009 -15.890 120.300 -0.601 -06139 -0.059 0.003 -0.030 -0.006 -10.210 77.340 -0.387 -0.089 -0.038 55 0.002 0 003 5-3 8 -0.051 -0.009 30.800 129.400 -0.318 -0.225 -1.019 0.005 -0.033 -0.006 19.800 83.160 -0.204 -0.145 -0.6 . 5-3 9 0.327 .0.009 31.260 76.070 0.089 0.245 -1.020 0.004 0.280 -0.001 32.060 38.880 0.217 0.025 -0.949 0.002 5-3 10 0.265 52.430 -76866 -0.147 0.590 -0.565 0.002 0.397 -0.004 89.070 -50.210 0.098 06741 -06783 0.002 5-3 11 -0.113 50.410 -94.100 -0.318 0.524 0.426 0.001 -0.132 -0.003 90.850 -205.100 -0.374 06792 0.878 0.001 5-4 1 0.406 62 -48.450 -99.190 0.141 0.010 -0.694 0.001 1.274 -13.190 -124.400 -216.700 04558 -0.088 -2.311 0.002 5-4 2 -1.006 -426800 -41.590 0.624 1.086 0.706 0.003 -2.429 -0.497 -109.600 -79.410 1.047 2.953 1.183 - 0.009 5.4 3 -0.338 -66.190 68.960 -0.103 -0.768 1.869 0.016 -0.046 -0.214 -26.470 17.430 0.017 -0.422 0,624 0.006 5.4 4 0.349 1 -25.150 175.100 0.167 -1.228 -0.415 0.022 0.170 -0.214 -11.030 60.240 0.006 -0.456 -0.155 0.008 5.4 5 0.612 -4.458 224.000 1.961 -0.558 -00203 0.025 0.195 -0.214 -3.184 81.360 1.090 -0.141 -0.056 0.009 5-4 6 0.612 15.890 198.700 0.508 0.561 .2.027 0.023 0.195 -0.214 4.405 74.830 0.000 0.215 -0.668 0.009 7 5-4 7 1.519 59.260 133.400 0.331 3.347 -1.172 06018 0.524 -0.214 20.690 52.870 -0.332 1.176 -0.414 0.00 5-4 8 -0.973 9.921 0.098 0.153 0.069 0.007 -1.679 -0.435 67.180 -8.140 0.290 0.111 0.008 5-4 9 -0.352 4 41.850 -67.190 0.185 -0.615 -0.748 0.001 -0.497 115.200 -200.400 0.805 -1.576 -2.217 0.002 5-4 10 1.271 -0.214 58.190 -154.400 0.296 1.148 -1.807 -0.001 I4"45 -0.497 158.600 -438.500 1.881 3.214 -4.888 -0.004 5-4 11 -1.247 •0.214 63.850 -270.800 -0.357 0.036 1.651 0.000 -0.497 173.400 -755.000 -0.967 0.059 4.600 -0.001 5-5 1 -0.538 -0.279 -79.580 -264.200 1.185 -1.005 -0.504 0.003 -0.686 -214.40 -738.800 3.076 -2.829 -1.448 0.008 5-5 2 0.567 -0.279 -66.7401 - -67.400 1.114 -0.905 1.462 0.018 P -0.686 -181.000 -207.000 3.016 -2.477 3.949 0.050 5-5 3 0.157 -0.686 -114.300 195.800 1.139 -0.891 0.585 0.098 -0.279 -41.050 79.700 0422 0.341 0.217 153 213 0 0 0.0 0 048 5-5 4 0.085 -0.686 -80.950 465.300 0.811 -0.552 0.414 0.139 -0.279 -28.210 . - . . 5-5 057 . -0.686 613.500 0.411 -0.366 0.211 0.165 -0.279 -2.517 0.076 0.056 5.5 0 .62 0686 9100 620.600 0.282 -0.208 0.148 0.167 -0.279 10.330 219.200 0.098 -0.079 0.052 0.056 5-5 7 0.084 -0.686 52.450 510.300 0.185 -0.001 0103 0.150 0.034 -0.279 237170 168.700 0.060 0.004 0.035 0.048 5-5 8 0.180 -0.686 119.100 259.000 0.056 0.375 0.048 0.113 0.078 -0.279 480860 63.930 0.008 0.164 0.013 0.034 5.5 9 0.135 -0.594 131.900 -84.390 -0.019 0.706 0.007 0.062 0.114 -0.433 95.980 -136.300 -0.043 0.573 -04007 . 0.027 5-5 10 -0162 -0.279 876390 -290.500 -0.188 06080 1.221 0.004 -0.862 -0.686 219.200 -6194500 -0.394 0.105 2.971 0.025 5-5 11 -0.327 -0.279 100.200 -543.100 -0.004 -0.852 -0.984 00000 -0.692 -0.686 252.500 -1255.000 -0.041 -2.002 -2.521 48 0.003 008 0 5.6 1 0.213 -0.368 -136.700 -525.400 -0.094 -0.918 1.379 0.004 0.557 -0.779 -298.200 -1232.000 -0.048 -2.081 3.0 . 5.6 2 0.416 -0.368 -1166400 -184.900 0.154 -0.058 -1.474 0.028 0.931 -0.779 -254.600 -487.700 0.385 -0.051 -3.262 0.050 5-6 3 -0.065 -0.649 -1126100 122.100 0.033 0.526 0.009 0.087 -0.705 -0.670 -145.700 0 0.071 0.747 0.023 0.090 5-6 4 -0.154 -0.779 -123.900 488.800 0.026 0.488 -0.002 0.162 -0.065 -0.368 -55.550 0 0.004 0.215 -0.004 0 2 0.084 0 102 5.6 5 -0.042 -0.779 36.810 731.400 0.012 0.186 0.000 0.199 -0.018 -.368 0 -14.990 0 0.000 0.085 -0. 0 . 5-6 6 00009 -0.779 6.751 789.900 0.005 0.119 00004 00209 0.005 .368 -0 5.290 0 -0.002 0.057 0.000 2 0.106 0 098 5.6 7 0.064 -0.779 50.310 695.000 -0.001 00240 0.008 04194 0.030 -0.368 25.570 0 1 -0.003 0.115 0.00 0 5-6 8 0.205 -0.779 137.400 415.900 0.002 0.644 0.021 0.152 0.096 -0.368 66.130 0 -0.001 0.305 0.009 0.077 95 5-6 9 0.084 -0.391 91.850 -7.762 -0.022 0.574 -0.003 0.052 0.167 -0.765 177.700 0 -0.040 1.121 -0.004 0.0 5-6 10 -0.546 -0.368 127.000 -299.200 -0.202 0.049 14778 0.021 -1.152 -0.779 268.100 0 -0.428 0.120 3.755 0.041 5-6 11 -0.393 -0.368 147.300 -668.200 0.098 -1.227 -1.034 0.003 -0.845 -0.779 311.700 0 0.118 -2.593 -2.226 0.006 5-7 1 0.336 -0.364 -148.100 -667.500 0.019 -1.260 1.295 0.003 0.700 -0.798 -318.400 0 1~0 0.175 -2.678 2.823 0.007 5-7 2 06574 -0.364 -126.800 -347.800 0.3 93 -0.287 -1.599 0.017 1.226 -0.798 -272.400 -723.600 0.829 -0.624 -3.423 0.039 5-7 3 0.064 -0.364 -105.500 -82.870 0.183 0.438 0.077 06039 0.140 -0.798 -226.300 -154.700 0.384 0.926 0.156 0 022 0.088 0 063 5-7 4 -0.240 -0.798 -180.300 2960100 00108 00701 0.045 04140 -0.114 364 4 .130 727.400 . 0.053 0.329 . 5-7 5 -0.179 -0.798 -134.200 628.700 0.056 0.258 06007 0.185 -0.084 .800 282.900 0.028 0.120 0.004 0.083 5-7 6 -0.080 -0.798 -88.200 842.800 0027 0048 0.001 0.213 1.470 383.400 0.014 0.022 0.001 0.096 5- 7 0.048 -0.798 3.883 926.300 -0.058 0.044 -0.023 0.218 0.023 M 1.192 423.500 -0.026 0.020 -0.010 5 0.099 090 0 8 0.086 9.920 891.400 -0.120 0.176 -0.055 0.198 0.041 .520 408.700 -0.056 0.082 -0.02 . 5-7 9 -0.038 95.960 738.200 -0.277 0.267 -0.144 0.156 -0.016 .850 339.100 -0.129 0.127 -0.067 0.071 5-7 10 -0.298 -0.798 1.000 466.900 -0.424 -0.113 1.216 0.095 -0.137 .180 214.800 -0.198 -0.046 0.563 0.04 5-7 71 0.16 -0798 188000 77500 0.23 .510 35.600 06147 -0.046 -2.518 0.009 A 130 Design Strip Forces Vail's Front Door Lid Mid Level Max V I.P. Max V Max V Max V Max V Max V Max V Max V Min V 1. P. Min V Min V Min V Min V Min V Min V Min V M,,1 1;1. ID Section Shear Axial Venical Bending (kip Torsion I Dphm. Twist (kip- Deflection Shear Axial VenicaI I Bending Torsion Dphm. Twist (kip- Deflection . She (Kips) (Kips) (Kips) f) (kip-ft) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-ft) kip-ft) Bendin ft) (inches) (Kips) 5-3 1 1.130 -0.006 -100.800 -524.800 -1.032 0.167 -5.246 -0.002 1.929 -0.003 -169.200 -874.200 -1.757 0.240 -8.813 -0.003 1.595 745 5-3 2 -0.532 -0.006 -100.500 -352.600 -1.895 1.322 1.992 -0.008 -0.902 -0.003 -168.800 -585.300 -3.203 2.215 1331 -0.013 -0. 5-3 3 0.058 -0.006 -70.520 -209.500 -1.285 0.619 0.112 -0.009 0.096 -0.003 -117.100 -346.300 -2.123 1.024 0.204 -0.016 0.083 5-3 4 4807 -0.006 -70.180 -89.100 -1.026 0.517 0.039 -09007 -14317 -0.003 -116.600 -146.400 -1.689 0.857 04092 -04013 -1.076 5-3 5 0.399 -0.006 -40.220 .8.816 -0.362 -0.721 -0.435 -0.004 0.603 -0.003 -65.020 -15460 -0.578 -1.169 -0.718 -0.008 0.490 5-3 6 0.399 .0.006 -40.220 59.760 -0.362 -0.040 00112 0.000 0.603 -0.003 -65.020 95.410 -0.578 -0.141 0.192 -04002 0.490 5-3 7 -0.065 -0.001 -9.930 92.620 -0.453 -0.238 -0.018 06001 -0.046 -0.009 -15.890 120.300 -0.601 -0.139 -0.059 0.003 -0.069 5.3 8 -0.089 -0.003 38.360 121.300 -0.248 -0.417 -1.163 0.003 4033 -0.006 196800 81160 -0.204 -0.145 -0.655 0.003 -0.083 5.3 9 0.350 -0.003 38.760 55.190 0.236 00078 -1.168 0.003 0.210 .0.006 20.100 484900 0.057 0.157 -0.656 0.003 0.285 5-3 10 0.414 -0.003 90.460 -50.050 0.057 0.762 -0.810 0.002 0.238 -0.006 50.110 -8.129 -0.079 0.554 -0.520 06002 0.351 5-3 11 -0.132 -0.003 90.850 -205.100 -0.374 0.792 0.878 0.001 -0.113 -0.006 50.410 -94.100 -04318 0.524 0.426 06001 -0.088 5-4 1 0.406 -6.260 -48.450 -99.190 0.141 0.010 -0.694 0.001 1.274 -13.190 -124.400 -218.700 0.558 -0.088 -2.311 06002 0.406 5.4 2 -1.006 -04214 -42.800 -41.590 0.624 1.086 0.706 0.003 -2.429 -0.497 -109.600 -79.410 1.047 26953 1.183 0.009 -1.006 5-4 3 -0.046 -0.214 -26.470 17.430 0.017 -0.422 0.624 0.006 -0.338 -0.497 -664190 68.960 -0.103 -0.768 1.869 0.016 -0.066 5-4 4 0.170 -0.214 -11.030 60.240 0.006 -0.456 -0.155 0.008 0.349 -0.497 -25.150 175.100 0.167 -1.228 -0.415 0.022 0.170 5-4 5 0.168 -0.229 -2.726 88.130 1.557 -0.073 -0.016 0.010 0.330 -0.317 -5.411 119.800 16228 -0.288 -0.128 0.014 0.195 5-4 6 0.612 -09497 15.890 198.700 0.508 0.561 -2.027 0.023 0.195 -0.214 4,405 74.830 00000 04215 -0.668 0.009 0.195 5-4 7 1.519 -0.497 59.260 133.400 0.331 3.347 -1.172 0.018 0.524 -0.214 204690 52.870 -0.332 1.176 -0.416 0.007 0.524 5-4 8 -1.866 -0.497 74.120 -4.481 0.214 0.321 0.126 0.010 -0.662 -0.214 26.420 3.824 0.079 0.102 0.044 06004 -0.662 5-4 9 -0.914 -0.497 115.200 -200.400 0.005 -1.576 -2.217 0.002 -0.352 -0.214 41.850 -67.190 0.185 -0.615 -0.748 0.001 -0.352 5-4 10 3.445 -0.497 158.600 -438.500 1.881 3.214 -4.888 -0.004 1.271 -0.214 58.190 -154.400 0.296 1.148 -14807 -0.001 14271 5-4 11 -3.486 -0.497 1730400 -755.000 -0.967 0.059 4.600 -06001 -14247 -0.214 63.850 -270.800 -0.357 0.036 14651 0.000 -1.247 5-5 1 .0.538 -0.279 -79.580 -264.200 1.185 -1.005 -0.504 06003 -1.464 -0.686 -214.400 -738.800 3.076 -2.829 -1.448 0.008 -0.538 5-5 2 0.567 -0.279 -66.740 -67.400 1.114 -0.905 1.462 0.018 1.598 -0.686 -181.000 -207.000 3.016 -2.477 3.949 0.050 0.567 5-5 3 0.058 -0.279 -41.050 79.700 0.422 -0.341 0.217 0.034 0.157 -0.686 -114.300 195.800 14139 -0.891 0.585 0.098 0.058 5-5 4 0.033 -06279 -28.210 175.500 00299 -0.213 0.153 0.048 0.085 -0.686 -80.950 465.300 0.811 -0.552 0.414 0.139 0.033 5-5 5 0.022 -0.279 -2.517 224.500 0.148 -0.141 0.076 0.056 0.057 -0.686 -14.250 613.500 0.411 -0.366 00211 0.165 0.022 5-5 6 06062 -0.686 19.100 620.600 0.282 -0.208 0.148 0.167 0.025 -0.279 10.330 219.200 0.098 -0.079 00052 . 0.056 0.025 5-5 7 0.084 -0.686 52,450 510.300 0.185 -0.001 0.103 0.150 0.034 -0.279 23.170 1684700 0.060 0.004 0.035 0.048 0.034 565 8 0.180 -0.686 119.100 259.000 0.056 0.375 0.048 0.113 0.078 -0.279 48.860 63.930 0.008 0.164 0.013 06034 0.078 5-5 9 0.159 -0.686 152.500 -113.600 -0.028 09829 0.006 0.068 0.073 -0.279 61.700 -87.600 -0.027 0.368 -0.004 0.018 0.073 5-5 10 -0.862 -0.686 219.200 -619.500 4394 0.105 2.971 0.025 4362 -0.279 87.390 -290.500 -0.188 0.080 1.221 0.004 -0.362 5-5 11 -0.692 -00686 252.500 A2550000 -0.041 -2.002 -2.521 0.003 -0.327 -00279 100200 -543.100 -0.004 -0.852 -0.984 0.000 -0.327 5.6 1 0.213 -0368 -1360700 -525.400 -0.094 -0.918 1.379 0.004 0.557 -0379 -298.200 -1232.000 -04048 -2.081 34048 0.008 0.213 5.6 2 0.416 -0.368 -116.400 -184.900 0.154 -09058 -1.474 0.028 0.931 -0.779 -254.600 487.700 0.385 -0.051 -3.262 0.050 0.416 5-6 3 -0.045 -00368 -75.830 770060 0.025 0.360 0.007 0.058 -0.117 -0.779 -167.500 874510 01076 00847 0.024 0.108 49045 5.6 4 -0.065 -0.368 -55.550 258.000 0.004 0.215 -0.004 0.084 -0.154 -00779 -123.900 4880800 00026 0.488 -0.002 0.162 -0.065 5.6 5 -0.018 -0.368 -144990 365.200 0.000 0.085 -0.002 0.102 -0.042 -0.779 -36.810 731.400 0.012 0.186 0.000 0.199 -0.018 5.6 6 0.007 -0.549 8.418 577.600 -0.004 0.086 -0.001 0.159 0.007 -0.670 4.873 675300 0.006 0.102 0.004 0.178 04005 5.6 7 0.064 -0.779 50.310 695.000 -0.001 0.240 0.008 0.194 0.030 -0.368 25.570 336.700 -0.003 0.115 0.002 06098 0.030 5.6 8 0.205 -0.779 137.400 415.900 0.002 0.644 0.021 00152 06096 -0.368 66.130 200.900 -0.001 0.305 0.009 04077 0.096 5.6 9 0.170 -0.779 181.000 -21.850 -0.041 1.143 -0.004 0.097 0.079 -0.368 86.410 -8.637 -0.020 0.538 -0.003 0.049 04079 5.6 10 -1.152 -0.779 268.100 -633.500 -0.428 0.120 3355 0.041 -0.546 -0.368 127.000 -2994200 -0.202 0.049 1.778 06021 -0.546 5-6 11 -0.845 -0.779 311.700 -1414.000 0.118 -2.593 -2.226 0.006 -0.393 -0.368 147.300 -668.200 0.098 -1.227 -1.034 -0.003 -0.393 5-7 1 0.336 -0.364 -148.100 -6674500 0.019 -1.260 1.295 0.003 0.700 -0398 -318.400 -1411.000 0.115 -2.678 2.823 06007 0336 5.7 2 0.574 -00364 -t26.800 -347.800 0.393 -0.287 -1.599 0.017 1.226 -0.798 -272.400 -723.600 0.829 40624 -3.423 04039 04574 5-7 3 0.064 -0.364 -105.500 -82.870 0.183 0.438 0.077 0.039 0.140 -0.798 -226.300 -154.700 0384 0.926 0.156 0.088 0.064 5.7 4 -0.114 -0.364 -84.130 127.400 0.053 09329 04022 00063 -0.240 -0.798 -180.300 296.100 0.108 0.701 0.045 0.140 -0.114 5.7 5 -0.084 -0.364 -62.800 2824900 0.028 0.120 06004 0.083 -0.179 .04798 -134.200 626.700 00056 01258 0.007 0.185 -0.084 5-7 6 -0.037 -04364 -41.470 383.400 0.014 0.022 0.001 0.096 -0.080 -0.798 -88.200 842.800 0.027 0.048 0.001 0.213 -0.037 5-7 7 0.068 -0.798 3.883 926.300 -0.058 0.044 -0.023 0.218 0.023 .0.364 1.192 423.500 -04026 0.020 -0.010 0.099 0.023 5-7 8 0.086 -0.798 69.920 891.600 -0.120 0.176 -06055 0.198 0.041 -0.364 22.520 408.700 -0.056 0.082 -0.025 0.090 0.041 5-7 9 -0.038 -04798 95.960 738.200 -0.277 0.267 -0.144 0.156 .0.016 -0.364 43.850 339.100 -0.129 0.127 -0.067 0.071 -0.016 5-7 10 -0.298 -04798 142.000 466.900 -0 424 -0.113 1.216 0.095 -0.137 -0.364 65.180 214.800 -0.198 -0.046 0.563 0.043 -0137 5-7 11 0.186 -0.798 188.000 77.500 0.230 -0.108 -50491 0.020 0.082 -0.364 86.510 35.800 0.147 -0.048 -2.518 0.009 0.082 M 131 Design Strip Forces Vail's Front Door Lid Mid Level ID Section Max P Dial (Kips) Max P Vertical (Kips) Max P Bending (kip-X) M- P Torsion (kip-ft) Max P Dphm. Bending Max P Twist (kip. ft) Max P Deflection (inches) Min P I.P. Shear (Kips) Min P Axial (Kips) Min P Vertical (Kips) Min Bending (kip-ft) Min P Torsion (kip-ft) Min P Dphm. Bending Min P Twist (kip- ft) Min P Deflection (inches) 5-3 1 0.000 -139.400 -721.000 -1.428 00176 -7.270 .0.003 1.687 -0.012 -150.600 -780.100 -1.581 0.273 -7.816 -0.003 5-3 2 0.000 -138.900 -483.100 -2.629 1.809 20747 -0.071 -0.794 -0.012 -150.300 -523.000 -2.852 1.998 2.966 -0.011 5-3 3 00000 -960280 -2869400 -1.764 0.827 0.164 -0.013 0.079 -0.072 -105.200 -309.300 -1.884 0.948 0.180 -0.013 5-3 4 0.000 -95.830 -122.100 -1.379 0.698 0.072 -0.011 -1.209 -0.012 -104.900 -129.600 -1.542 0.782 0.072 -0.010 5-3 5 06000 -53.230 -146680 -00475 -0.958 -0.593 -0.007 0.588 -0.012 -59.860 -10.130 -0.533 -7.074 -0.643 -0.005 5-3 6 0.000 -53.230 76.100 -0.475 -0.123 0.155 -0.002 0.588 -0.012 -59.860 91.950 -0.533 -0.071 0.173 0.000 5-3 7 0.000 -10.580 94.350 -0.473 -0.239 -0.020 0.000 -0.039 -0.012 -14.800 117.400 -0.568 -0.136 -0.057 0.003 5-3 8 0.000 326080 95.930 -0.188 -0.379 -0.965 0.002 -0.043 -0.012 30.270 125.400 -0.305 -0.209 -0.984 0.005 5-3 9 0.000 32.680 40.550 00225 0.023 -0.971 0.002 0.318 -0.012 30.570 73.300 0.076 0.249 -0.985 0.004 5-3 10 0.000 75.140 -47.190 0.043 0.599 -0.664 0.001 0.343 -0.012 75.640 -12.910 -0.054 0.826 -0.764 0.003 5-3 11 0.000 75.540 -176.000 -0.317 0.653 0.726 0.000 -0.186 -0.012 75.93011 -142.500 -0.413 0.755 0.679 0.001 54 - 1 -6.260 -48.450 -99.190 0.141 0.010 -0.694 0.001 1.274 -13.190 -124.400 -218.700 0.558 -0.088 -26311 0.002 5-4 2 -0.214 -42.800 -41.590 0.624 1.086 0.706 0.003 -2.429 -0.497 -109.600 .79.410 1.047 2.953 1.183 0.009 5-4 3 -06214 -26.470 17.630 0.017 -0.422 0.624 0.006 -0.338 -0.497 -66.190 68.960 -0.103 -0.768 1.869 0.016 5-4 4 -0.214 -11.030 60.240 0.006 -0.456 -0.155 0.008 0.349 -0.497 -25.150 175.100 0.167 -7.228 -0.415 0.022 5.4 5 -0.214 -3.184 81.360 1.090 -0.141 -0.056 0.009 0.612 -0.497 -4.458 224.000 1.961 -0.558 -0.203 0.025 5-4 6 -0.214 4.405 74.830 00000 0.215 -0.668 0.009 0.612 -0.497 15.890 198.700 0.508 0.561 -2.027 0.023 5-4 7 -0.214 20.690 52.870 -0.332 1.176 -0.414 0.007 1.519 -0.497 59.260 133.400 0.331 3.347 -1.172 0.018 5-4 8 -0.214 26.420 3.824 0.079 0.102 0.044 0.004 -1.866 -06497 74.120 -4.481 0.214 0.321 0.126 0.010 5.4 9 -0.214 41.850 -67.190 0.185 .0.615 -0.748 0.001 -0.914 -0.497 115.200 -200.400 0.805 -1.576 -2.217 0.002 54 10 -0.214 58.190 -154.400 0.296 1.148 -1.807 -0.001 3.445 -0,497 158.600 -438.500 1.881 3.214 -4.888 -0.004 5-4 11 -0.214 63.850 -270.800 -0.357 0.036 1.651 0.000 -3.486 -0.497 173.400 -755.000 4967 0.059 4.600 -0.001 5-5 1 -0.279 -79.580 -266.200 1.185 -1.005 -0.504 0.003 -1.464 -0.686 -214.400 -738.800 3.076 -2.829 -1.448 0.008 5-5 2 -0.279 -66.740 -67.400 1.114 -0.905 1.462 0.018 1.598 -0-686 -781.000 -207.000 3.016 -2.477 3.949 0.050 5-5 3 -0.279 -41.050 79.700 0.422 -0.341 0.217 00034 09157 -0.686 -114.300 195.800 1.139 -0.891 0.585 06098 5-5 4 -0.279 -28.210 175.500 0.299 -0213 0.153 0.048 0.085 -0.686 -80.950 465.300 0.811 -0.552 00414 0.139 5.5 5 -0.279 -26517 224.500 0.148 -0.141 0.076 0.056 0.057 -0.686 -14.250 613.500 09411 -0.366 0.211 0.165 5.5 6 -0.279 10.330 2196200 0.098 -0.079 0.052 0.056 0.062 -0.686 19.100 620.600 0.282 -0.208 0.148 0.167 5-5 7 -0.279 23.170 168.700 0.060 0.004 0.035 0.048 0.084 -0.686 52.450 510.300 0.185 -0.001 0.703 00150 5-5 8 -0.279 48.860 63.930 0.008 0.164 0.013 0.034 0.180 -0.686 119.100 259.000 0.056 0.375 0.048 0.113 5-5 9 -0.279 61.700 -87.600 -0.027 0.368 -0.004 0.018 06159 -0.686 152.500 -113.600 -0.028 0.829 0.006 0.068 5-5 10 -0.279 87.390 -290.500 -06188 0.080 1.221 0.004 -0.862 -0.686 219.200 -619.500 -0.394 0.105 2.971 0.025 5.5 11 -0.279 100.200 -543.100 -0.004 -0.852 -0.984 0.000 -0.692 -0.686 2529500 -1255.000 -0.041 -2.002 -2.521 0.003 5-6 1 -0.368 -136.700 -525.400 -0.094 -0.918 1.379 0.004 00557 -0.779 -298.200 -7232.000 -0.048 -2.081 3.048 0.008 5-6 2 -0.368 -116.400 -184.900 0.154 -0.058 -1.474 0.028 01931 -0.779 -254.600 487.700 0.385 -0.051 -36262 0.050 5-6 3 -0.368 -75.830 77.060 0.025 00360 0.007 0.058 -0117 -00779 -167.500 87.510 0.076 0.847 0.024 0108 5-6 4 -0.368 -55.550 258.000 0.004 0.215 -0.004 0.084 -0.154 -0.779 -123.900 488.800 0.026 0.488 -0.002 0.162 5-6 5 -0.368 -146990 365.200 0.000 0.085 -0.002 00102 -0.042 -0.779 .36.810 731.400 0.012 0.186 0.000 0.199 5-6 6 -0368 5.290 386.600 -0.002 0.057 0.000 0.106 0.009 -0.779 6.751 789.900 0.005 0.119 0.004 0.209 5-6 7 -0.368 25.570 336.700 -0.003 0.115 0.002 00098 0.064 -0.779 50.310 695.000 -0.001 0.240 0.008 0.194 5-6 8 - 66.130 200.900 -0.001 0.305 0.009 0.077 01205 -0.779 137.400 415.900 06002 0.644 0.021 0.152 5-6 9 - 86.410 -8.637 -0.020 09538 -0.003 0.049 00170 -0.779 181.000 -21.850 -0.041 1.143 -0.004 0.097 5-6 10 - 127.000 -299.200 -0.202 0.049 10778 0.021 -1.152 -0.779 268.100 -633.500 -04428 00120 3.755 0.041 5.6 11 - 147.300 -668.200 09098 -1.227 -1.034 0.003 -06945 -0.779 311.700 -1414.000 0.118 -2.593 -26226 0.006 5.7 1 48.100 -667.500 0.019 -1.260 11295 0.003 0.700 -0.798 -318.400 -1411.000 0.115 -2.678 2.823 0.007 5-7 2 -126.800 M -347.800 0.393 -0.287 -1.599 0.017 1.226 -0.798 -272.400 -723.600 0.829 -0.624 -3.423 0.039 5-7 3 -105.500 -82.870 00183 0.438 0.077 0.039 0.140 -0.798 -226.300 -154.700 0.384 0.926 0.156 0.088 5-7 4 - -84.130 127.400 0.053 06329 0.022 0.063 -00240 -0.798 -180.300 296.700 0.108 0.701 0.045 0.140 5-7 5 - -62.800 282.900 0.028 0.120 0.004 0.083 -0.179 -0.798 -134.200 628.700 0.056 0.258 0.007 0.185 5-7 6 - 41.470 383.400 0.014 0.022 09001 0.096 -0.080 -0.798 -88.200 842.800 0.027 0.048 0.001 0.213 5-7 7 - 'L 1.192 423.500 -0026 0.020 -0.010 0.099 0.048 -0.798 3.883 926.300 -0.058 0 .044 -0.023 0.218 5-7 8 - 22.520 408.700 -0.056 0.082 -0.025 0.090 0.086 -0.798 49.920 891.400 -0.120 0.176 -0.055 0.198 5-7 9 -0.366 43.850 339.100 -0.129 0.127 -0.067 0.071 -0.038 -0.798 95.960 738.200 -0.277 06267 -0.144 0.156 5-7 10 -0.364 65.180 214.800 -0.198 -0.046 0.563 0.043 -0.298 -0.798 142.000 466.900 -0.424 -0.113 1.276 0.095 5-7 11 -0.364 86.510 35.800 0.147 -0.048 -2.518 0.009 06186 -0.798 188.000 77.500 0.230 -0.108 -5.491 0.020 M 132 Design Strip Forces Moos Vail's Frmt Doa Mid Les Design Strip Faces Max P Mar P M. p M. P Mex P Mau P Max P Min P I.P. Min P Min P Min P Min P Min P Min P Min P ID Seo11m Ad Vwr sl Bwdng TmIm Dphm. Twist (kip Deflection She- Ad VeNCd Bending Taman Dphm. Twist(Wp, Oelleofim (Kips) (Kips) (k n) Od 1t Bawling 6) (inches) (K s) (Kips) (Kips) (Itl h) ldft Bend il (in-) 18.3 1 -4.652 -88.320 -4.886 -0.6]1 F.397 0.019 0.136 3115 -2.603 -49.260 -2.728 -0.362 -3.561 0.011 1&3 2 5080 -45.030 06% 1262 -1.594 0.042 -0478 2.334 -8418 25.110 0.377 0.806 -0888 0.024 1&3 3 5.280 4.007 145] 1029 .464 0.0]4 -0658 1.993 -6528 2.244 0.806 0.638 -0.259 0.041 1&3 4 0.3]0 52.450 1.656 2.673 0.6% 0.105 -0.838 14415 -5.789 29.260 1.027 1.616 0.363 0.058 18-3 5 -8.658 78.880 1.836 1.544 0.919 0.127 -0 %9 1.242 -3.717 44.010 1.016 0 931 0.509 0.071 1&3 6 1 -2.621 %.430 1.764 0271 1.0]9 0.136 -OaM 1.083 -14641 50.660 0.9]5 0.170 0.59] 0.076 7 5.560 81.880 1.545 1.360 1.221 0.128 -0.%9 0.875 3.100 45 680 0.852 0815 0.675 0 072 8 9.291 58."O 1.415 -0.O% 1.244 0.108 -0867 0.815 5.182 32.610 0.771 -0.008 0.6% 0.060 18.3 9 4.330 134% 1.177 0.9]3 1.304 0.076 -0888 0,]51 7.992 7.529 0.643 0.581 0.718 0.043 1&3 10 4.310 -32.530 1.152 -04% 1.421 0043 -0.913 0.743 ].981 0.629 -0.274 0.]84 0.024 18-3 11 5.024 -]2.620 2.140 0.684 2.249 0.016 -0.990 0.]36 2802 1187 040] 1.250 0.009 18-4 1 1.346 -1.774 1.~4 -73.750 4151 -0.104 3.124 0.001 -1.026 0.739 -0.991 -41.140 2.314 -0.049 1.740 0.001 18.4 2 1.060 -7.935 -369900 6.433 0.0,13 4.626 -0.009 .1.287111 ] O.SP -4.429 -20.580 3.590 0035 2.581 -0.005 1&d 3 1.400 -4.562 -3.949 3.050 0593 2.554 -0.007 -1.185 0.714 -2.536 -2.187 1,703 0.350 1.626 -0.004 1&4 4 1.280 -0.554 1.]36 -0.643 0.292 -0.337 -09003 -1.2]1 0.707 -0310 0991 -0.3% 06171 -0.187 -0.002 1&4 5 1.025 1.189 .13440 -8.521 0035 -7137 0.002 -1.503 0.560 0.665 -7.469 -4749 09031 -4.032 0.001 1&4 6 0.%i -1.]]5 -19.810 -21.160 -1.130 -12270 0.010 -1.642 0.542 -0.9% -11030 -11.790 -0.634 -8.830 0.006 18.5 1 0.762 -].225 -7.338 -13.580 0.899 -8.803 0.017 -1.682 0.412 -4.023 4.087 -7.539 0.522 -6.892 0.009 1&5 2 0.889 -8.214 22.820 2.574 -0.890 0.028 -1.614 0484 -4.572 12710 1469 0.61] -04]6 0016 1&5 3 0.512 -1409 43.300 9.258 -0840 4.697 0035 -1.67-/ 00271 -1892 24100 5.196 -0.341 2.63] 0.019 1&5 4 0.398 3.348 47.160 10.750 0.578 5.513 0.032 -1.699 0.211 1.8]5 26.250 6.013 0.350 3.071 0.018 18-5 5 06355 7.931 26.390 8.731 -1.960 4.924 0.019 .1.593 0.191 4.427 149600 4858 -1.076 2.721 0010 1&5 6 0020 -3922 -11.570 -4.824 -0.205 -1.104 0.000 -00007 0.010 -2.200 -6.520 -2.814 -0.109 .0.713 0000 1&6 1 0.001 -3.380 -5.6% -2.008 -0.093 -1.080 -0.007 0003 0.000 -3.226 -1.226 -0050 -0.693 -0.004 1&6 2 -0.016 -1.586 -2.36] -1.492 0017 -0.692 -0.005 0.052 -0.030 -2.829 -4.170 -2,540 0.031 -1,%i -0.009 1&6 3 -0020 -1.692 -1929 -2.073 0048 -0.730 -00% 0.052 -0.036 -3.016 -3.422 -3.559 OOBB -1148 -0.012 1&6 4 -0023 -1.7% -1435 -2.654 0.079 -0.76] -0.0% 0053 -0062 -39202 -2.540 -4.578 0.146 -1.214 -0.014 1&6 5 -0.026 -1.903 -0866 -3233 0.110 -08041 -0.009 0053 -0.048 -3389 -1.527 -5.594 0.205 -1.281 -0.016 1&6 6 -00030 -1817 -0.3% -1.555 00080 -0528 -0.010 0.105 -0.0% -2.741 -0.532 -2859 091a -0.826 -0.018 191 1 -0001 0.723 -0.089 -0.319 -0.001 -1.835 .0.012 0.051 -0.002 1.288 -0.155 -0.518 -0.003 -3.260 -0.021 19-1 2 -0.001 0.540 -0.129 -5.418 -0.003 -5.76] -0.010 0.000 -0.002 0.562 -0.226 -9654 -0.0% .10.290 -0.018 141 3 -0.001 0.510 -0.3]1 -5.41] -0.006 -5.]67 -0.0% -0.001 -0002 0.962 -0.65] -9852 -0007 -10.290 .0.015 191 4 -0001 0.540 .0,613 -5.418 -0.004 -5.768 -0.006 -0.001 -0002 0.%1 -1088 -9.649 -0007 -10.2% .0.011 191 5 -0.004 2.668 -09865 -S.6% -0.016 -]421 -0.004 -0.015 -0.007 4.7]5 -10526 -9.9]7 -0.032 -13.250 -0.500 191 6 -0.004 2.652 -2.041 -5.610 -0021 -7.348 -0003 -0.015 -0.007 4.746 -3.630 -9995 -0.038 -139120 -0.005 192 1 0.043 -14.250 39231 -19.980 1.971 -14690 0.004 -1.537 0.024 -7.968 1.777 -11.180 1.130 -8.110 0002 192 2 0.13] -7.%1 430550 0.105 .16.220 0.023 -1.570 0.077 -4.387 26.270 -11.840 0.0% -9.068 0.013 192 3 00489 -1.528 59.860 -21.750 -1.048 -18460 0.034 -1.583 0.276 .09855 33.370 -12.140 -0609 -10.310 0019 142 4 0.553 129980 52.350 -29.270 0.553 -19.080 0032 -1.627 0.309 .237 29.122 -16.320 0.306 -100640 00018 19.2 S OJ% 230150 6355 -35.550 -20010 -19.000 0.021 -1.638 0396 120910 30539 -19820 -10165 -100590 0.012 192 6 0.874 68.300 .85.960 -47280 00037 -14.170 0.005 -1.583 0.487 25.830 -47.950 -269340 0.010 -7.8% 0.003 193 1 1.112 -400950 -%0970 30009 0.684 -19.070 0.004 -1.5,12 0.622 -22.850 -48.510 1.686 0.3]6 -10630 0.002 19-3 2 1309 -21.050 5.663 -59]0 -0.082 -8.275 0020 -1.479 0.733 -11.750 3.172 -3.325 -0061 4610 0.011 19-3 3 1495 -5.]63 360590 -10200 -0789 -].713 0.029 -1.399 0.838 39225 20.430 -50687 -06471 -4.300 00016 9.3 4 1.422 13680 26.350 4.892 0.02] 40.600 00026 -141] 0.]93 7.638 14710 -2.]30 0000 -5915 0015 i 9-3 5 1.950 32.130 -266670 -27.000 1.350 4,171 0.013 -1.145 1.095 17.930 -14.880 -15,070 0758 -4.004 0.008 193 8 2.130 55.990 -151.100 -45.170 0.553 1.715 0.001 -19022 1.198 31.250 -84.340 -25.220 0.299 09% 0001 194 1 1953 -69.610 -193.500 61.060 -0.100 -0.137 0012 -0.959 1.0% -38.850 -1%.000 34.070 -0250 -0.082 0.007 194 2 2.210 -41.1% -57.820 32.730 0.917 10.490 0.052 -0.79] 1,247 -23.150 -32.270 18.260 06516 5.848 0.029 144 3 2.350 -31.140 29.960 24,430 -09171 10.690 0.098 -0.711 1,328 -170380 16.720 13.630 -0.121 5959 0055 194 d 2853 -15.100 80.830 12.540 0.806 76102 0.137 -0.521 1.505 -8425 456100 6.9% 0.,154 3954 0.076 194 5 2819 -8.321 110.100 ].201 0.1% 4.11% 0.161 -0.413 1.802 -4645 61.450 4.00] 0093 2327 0090 1941 8 3.180 49469 119.400 -3.665 0.832 -2.633 0.169 -0.1% 1.815 2491 66.630 -2.0% 047-! -19478 0095 194 7 3,3]0 10.980 105.000 -9.290 0906 -6.121 0.158 -0.002 1.929 6.124 58.5]0 -56194 0512 -3.424 0088 196 8 30562 1].920 69.650 -15.130 1.516 -9374 0.132 0172 20043 9,9% 380880 -80451 0861 -5.239 0.074 194 9 30913 34.880 136110 -28.850 2.059 44040 0.092 06588 2253 19.360 ].334 -166100 19199 0.051 194 f0 4050 45.690 -83.330 -38.5]0 3.746 -14480 004] 0.827 2.338 25490 -46460 -21.530 2.185 -8.090 0026 190 11 4.160 ]6.370 -230.600 -72.160 30391 -4.220 0.010 1.343 2.405 429600 -128.6% -40250 2.003 -2365 0006 195 1 3.857 -72.880 -213.900 55.880 4.338 -66101 0.0% 1.598 2.234 .40.630 -119.300 31.100 2.574 -3425 0003 195 2 3477 -".590 -88.340 2].200 2.127 4.741 0.029 2.012 2010 . -24.860 -496250 156120 19290 20622 09016 195 3 36138 -34.320 -2.683 19.5% 4.836 59628 0.059 2.145 1.8015 -19.130 -16505 10.890 2.900 3.118 0.033 195 d 2.184 -18730 45.720 11.380 1.125 5.65] 0.087 2.150 1.234 -10.440 25470 6.323 0.]08 3.139 0.048 195 5 1.603 -12.350 78.990 8.091 3.169 5.671 0.106 1.%7 0%1 -6.883 "010 5052 1.927 3.153 0.059 195 6 0500 -0.872 93410 6.957 -0.544 6.284 00116 1.194 0.197 -0.484 52.030 3.684 -0.320 3511 09%5 195 ] 0.127 3.895 74.930 5.322 0.011 5.728 0.092 0.936 -0.0% 4075 78.210 59605 -0.035 6.024 0.096 195 8 0.0% 94351 63.090 0,308 -0.072 7.%5 0080 -1.777 -0215 90769 65.850 00440 -00457 8422 0%3 195 8 0.410 24440 38.070 2.803 -0.%3 11.230 0.072 -1.36] 0.054 13630 21.180 1.647 -0298 6.324 0.040 195 10 1.150 33.680 -25.430 4.090 -0,167 146540 0.040 -1.758 0.481 1 .780 .14.210 -2.181 -0498 8.186 0022 195 11 3.012 56.620 -126400 -284% 9.103 27.500 0.010 -1.654 1.572 31.580 -70460 .15.760 4787 15420 0006 196 1 3357 -39.460 -%.810 59.990 11,020 23.920 0.001 -1.002 1.784 -22.0]0 -480420 330690 5]61 13.630 0.000 196 2 2464 -22.800 -32.320 57.240 10.130 296660 0.001 -0.5]3 1,283 -12.760 -1].920 32.070 5204 16610 0,0001 196 3 2.6% -16.380 0.516 620220 12.590 30.040 0.000 -0.770 1.361 -9.179 00497 3,1.880 6437 16760 0.000 1941 4 1.301 8.070 0.839 8.503 4166 26.7% 0001 -0.%1 096% 4264 16175 56185 -1.542 15."0 0001 196 5 0,552 -3.568 8.830 226150 -3.456 30.520 0.000 -0.091 0.310 -1.366 485] 11.860 -1899 16.850 0000 201 1 -0,016 4.806 -4.168 30747 0.13] -0.953 0.000 -0,%3 -0.031 80616 4.472 6734 0.25] -1 ]04 0.000 201 2 -0.045 -8.8]9 3,526 -1,317 -0.632 -09727 0.016 -2.737 -0092 .15.910 6309 -29364 -1.091 -1.302 0.028 201 3 -0.104 -5.783 60331 -1,575 3.231 -0."9 04.1 .2816 -0.214 -10.360 11.333 -2.833 -0.330 -0.811 0.056 201 4 -0.149 4.628 8.631 -1.174 -1.094 -0.321 0.047 -2.728 -0.300 .8.29!1 15450 -2.120 -10845 -0.585 0.084 201 5 -0219 -4.403 4.356 -0011 0.306 0.398 0062 -2.404 -0419 -7,892 76799 -0.062 0.598 0.692 0.111 202 1 -0.243 -5.121 10.120 0.708 -0.351 0.794 0077 -21]3 -0.449 -9.178 18.130 1.2" -0.587 1400 0.138 202 2 -02TI -6.053 23.3% 1.781 O.d99 1.361 0.095 -1,605 -0.472 -10.850 41.910 3.183 0]41 2.414 0.1]0 202 3 -0.282 -5.590 39.310 2.061 -0.196 1415 0.110 -1.281 -0461 -10.020 70.470 3.668 -0464 2.515 0.198 202 d -0.246 3.132 54.020 1.507 0.202 1.015 0.123 -0.5% -0.383 -4872 84.030 2.344 0.313 1.579 0.192 202 5 -0.196 -1.421 60.550 0.940 -0.097 0.629 0.132 4216 -0.304 -2211 94.190 1,462 -0.151 0978 20.2 B -0098 0.620 86.840 0425 -0.276 0.266 0.201 0.12] -0.169 0646 92.920 0434 -0.149 02]3 202 7 0.242 7.113 88.220 -1.850 -0897 -1303 042" 0470 0.098 - 3.%7 49.210 -1.050 -0."7 -0739 202 8 0.473 9.665 59.940 -2.827 0.326 -1.973 0.239 0.629 0.233 5.3% 33."0 -l.- -0.135 -1.118 202 9 0.9P 11.920 12.080 -3.784 -1.866 -2869 0.230 0.849 0.530 6.646 6.]48 -2.139 -1.066 -1.507 202 10 1,230 10.810 -26.5% -3.548 -0.906 -2592 0.223 0.908 0.679 6.031 -14.830 -2.005 -0.501 -1464 202 11 1.694 2.840 -59.2% -1.669 -2.608 -1667 0.221 0.930 0.953 1.584 .33.0]0 -0.945 -1.503 -0.961 N 20.3 1 1.899 -3.091 -59.2% -0.478 -2.214 -1015 0224 0.898 1.074 -1.725 -33.060 -0272 -1.278 -0.673 203 2 2.237 -11.530 -22.740 1.079 3.455 0041 0235 0.]61 1.272 -8.434 -12.670 0007 -2.002 0023 203 3 2.361 -12.4% 20.5% 1.360 -2.502 0.3% 0.251 0.667 13" -6.%9 11.510 0.766 -1334 0.189 203 4 2.51] -9505 ]1.920 1.288 -2&16 0545 0.268 0.448 1.435 -5.302 40.140 0727 622 0.308 203 5 2.555 3.607 100.200 1.057 -2009 0.512 0.280 0.331 1467 -3.529 55.940 0.597 -1.161 0.289 203 6 2.569 3.022 114,600 0.]49 041] 0.285 0212 1.665 -1.604 63930 0.425 -0896 0.236 203 7 2541 4.211 108.600 -0.001 -1.548 0.107 0.280 -0024 1.448 2.351 60610 0.004 -0.889 0.%2 0.156 203 B 2504 7.371 87.620 -0.390 -1.682 -0.070 0267 -0.138 1426 4.118 48.8% -0.214 -0.913 -0.037 0.149 203 9 2.399 11.100 ".570 -0.970 -1.074 -0.330 0.247 -0.355 1.364 6.192 24.6]0 -0.539 -0611 -0.182 0.138 203 10 2.333 10.800 5.958 -1.025 -1.5% -0.345 0.225 -0457 1.326 6.027 3.319 -0.570 -0918 -0.191 0.126 203 11 2.1]6 4.672 -28.2% -0.406 -0.649 -0.056 0.205 -0.6,17 1.235 2607 -15.7% -0.226 -0.363 -0.031 0.114 204 1 2.031 0.393 -32.630 0.%5 -0.976 0.175 0.192 -0.731 1.1% 0.219 -18.210 0038 -0.555 0.097 0.107 204 2 1.899 4479 -9.734 -3.522 -1.553 -0.301 0.1]7 -0.873 1.076 -2.500 -5.434 -196] -0.885 -0.169 0.039 204 3 1.732 -4.375 21.080 -0.050 -1.806 0.265 0.168 -1.012 0.981 -2.442 11.760 -0.029 -0.920 0.168 0094 204 d 1427 0.651 37.040 -0.695 1.123 -0 161 0.161 -1.182 0.808 0.363 20.6]0 -0388 0.659 -0.090 0.090 204 5 1.210 2.722 29.660 -0.611 0.861 0.004 0.151 -1.2]5 0.685 1.519 16450 43,11 0.506 0.003 0.084 204 6 0.989 1.133 20.630 -0036 0.490 0.322 0.141 -1.352 0.559 0633 11.520 -0.019 0.259 0.181 0078 205 1 O.B% -0.620 24.060 0.334 -0.036 0.499 1~3 - 04 0.36 13. 0.187 -0.016 0.280 0.07,1 205 2 1.015 .3.878 ".4 23.380 0.475 1.036 0.578 -2.163 24.7% 13.040 -0.264 0579 0067 205 3 0. 2.222 83.180 0.622 0419 0274 1.241 35250 0348 -0025 234 0.057 0. 66.5410 4,166 = 0.386 6.6]6 37.120 2492 -0256 -0.191 0.043 0. 980 39.110 0.474 -0.173 -0.016 0.091 0 210 010 0058 25.940 -20.640 0.420 -1.993 -0.158 0033 14 .4]0 -11.530 0.233 -1.148 -0.088 0 .006 Vail's Ftmt Door Mb Lw ID Sac80n M.M I.P. Marts Shaer A" (Ki s) (10P.) Mum VaMcal (q s) Mum Bending (Id p_") Mum TOrsim OJ n) Mum Mum MuM Min M I. P. WM DOM. Twist(., .1.1ion Shear MW Bendin f0 finches) Kip,) (Kips) IAMM Va of fK ) Minh Banding (ki M Minh Torsi. (ki ft Minh DOM. Bwi& Minh T*st(dp- M Minh DNlec4an (inches) 266 1 -0.009 0001 -6.012 -11.390 -0.%4 -0003 -0246 -0.004 -0.014 0.001 -10.7]0 -20.400 -1.008 -0.006 -0.438 -0.006 206 2 -0.009 0001 -5.991 -8.748 -0.531 -0007 -0.014 -0,007 -0.014 0.001 .10.730 -15.670 -0.947 -0.012 -0.022 -0.013 206 3 -0.005 0.000 -28% -4217 -0.229 0004 -0.255 -0.010 -0.008 0000 -5.187 -].552 -0.406 0.006 -0455 -0.018 266 4 -00005 0.000 -2.895 -2.9% -0.232 0.002 -0.255 -0.013 -0.008 0.000 -56186 -5.295 -0412 0003 -0.455 -0024 266 5 -0.005 0.000 .2.895 -1.695 -0235 -0.001 -0.255 -0.016 -0.008 00000 -5.185 -3.036 -0.417 -0.001 -0.455 -0.029 266 6 0,028 0.000 -1.550 -0.255 -2.998 -0.001 -2627 -0019 0.051 0.000 -2.777 -0.456 -5366 -09002 -49702 -0.034 21-1 1 -10724 00006 8.371 130530 -41.200 2,733 .28.370 0.000 -0980 0.003 4.674 7.547 -22.9% 1.552 -15.830 0.000 21-1 2 4.980 0.003 4.674 -1.561 -22.990 -0.358 -15.620 09000 -1124 0.0% 8.377 -2.795 -41.200 -0627 -28.000 0000 21-1 3 0.973 -0.052 9.463 -7.146 -24.7]0 -0.1% -15.720 0.000 -1112 -09092 16.960 -12,800 -440390 -0.164 -28180 -0001 21.1 4 -0.953 -0.088 MAR -26.120 -26350 -0.641 -147% -0.001 -1.671 -0.156 24.110 -46.810 -47.940 -16120 -269520 -0.002 21-1 5 -0.886 -0.158 24.500 -65.700 -35.810 04276 -10010 -0.001 -10556 -0279 43.900 -WAX 44.180 0.495 -17.940 -0.001 21-2 1 -0.839 -0056 -34.410 -81.940 22.510 00042 -6.848 0.006 -1.472 -0.098 -61880 -146.800 40.400 0085 -15.860 0.011 21-2 2 -0.710 -0.105 -20.890 -17.710 8.878 0.654 -2.824 00026 -1.241 .061821 -37.090 -310730 15.910 1.149 -5.062 0.046 21.2 3 -1.106 -0.2% -27.570 41.860 9.051 0.169 -3413 0,084 -0635 -0.120 -15.380 23.380 5050 0095 -1.904 0.047 21-2 4 4.818 -0.207 -12.320 MAW 0.461 0.830 -3.618 0.114 -0.471 -0.123 -6.873 46.510 0.258 0.481 -2020 0.064 21.2 5 -0 .868 -09185 -5.735 104.800 -2.%1 0.157 -4.6% 0.132 -0.386 -0.112 -30200 58.480 -10649 0.095 -2.622 0.074 214 6 4.522 -0.149 0.573 1070700 -6.325 -0.292 -6.135 0.137 -0.303 -0.093 0.320 60.100 4.532 -0.163 -3425 0.078 21-2 7 -0250 -0.039 13.350 91.130 -13600 0.019 -9.466 0.126 -0.146 -0.032 7448 50.8$0 -7.594 09020 -5.286 0.070 21.2 8 -0.128 0.030 20.330 53930 -1].810 -0.158 -11.040 06104 -0.076 0.007 11.340 30.090 -9.942 -0.083 -6.164 0.058 21.2 9 0.042 0.097 209810 -0.635 -16330 -0OA26 -7.179 0040 0.075 06189 37.300 -1.138 -29.270 -0235 -12860 0.071 21.2 10 0.088 0.145 0.010 -53.270 -21420 -0.116 41.816 0.020 0.155 0.273 48.400 -95470 -38.380 -0.215 -12210 0.035 21-2 11 0.153 0.246 44.010 -130.700 -39.850 -0.306 .0.531 0.004 0.267 0.448 780870 -234.200 -71.400 -0545 -0.946 0.007 21-3 1 0.169 0.429 -44.710 -135.700 39.820 -0.148 -0459 0,005 0.295 00769 -80.220 -241200 71360 -0263 -0.818 0009 214 2 0.174 0.527 -26,720 -50.860 20.090 -0.392 5.869 0025 0.304 0.940 -47.8% .91.190 . 36.000 -0.685 10.580 0.045 21-3 3 0288 1.016 -36.350 89911 26.440 -0.485 109890 0030 0.164 0.571 -20.290 4.975 14.780 -0278 6074 0.050 21-3 4 0.211 1.148 -18.880 66.820 146100 -0339 7.972 0.130 0.119 0.648 -10.540 37.290 7.867 -0424 4.449 0.073 21-3 5 0.156 1.202 -11.670 103.700 9114 -00573 5.669 0.157 0.087 0679 4,515 57.890 59143 -0.330 3.165 0.088 21-3 6 0092 1.247 -4.927 119.300 4.582 -0.498 3.117 0.169 0.050 0705 -2.749 66.580 2.559 -0.290 1.741 0.094 21-3 7 -0.055 1.308 8.351 111.000 -4.615 .0.553 .26127 0.161 -0.036 0.740 4.660 61.930 -2.573 -0.320 -1.185 0.090 21.3 8 -0.136 1.323 15430 81.890 -94% -0647 -4.529 0.137 -0.083 00749 8.610 45.700 -5.298 -0.378 .2.525 0.077 21-3 9 -0301 1.323 32.330 31.190 -21.780 -0471 -7.845 0.0% -0.181 0749 18.040 170400 -12.150 -00273 4376 09055 21.3 10 -0.231 0.740 24.160 -33090 -17270 -09454 •4389 0.029 -0,389 1.307 41300 -59.300 JIAW -O.M -7.869 0.053 21-3 11 -0.326 0709 40.850 -1119600 -35.650 -0.220 0.8% 0.007 -0.553 1253 73.210 -199.900 -63.880 -0.380 1.608 0.012 21-4 1 -09369 0.825 -33.410 -88.620 299750 -06172 0.235 0001 -0.628 1460 -%.880 -158.800 53.310 -0287 0.418 0001 21-4 2 -0.450 0.765 .18.970 -13.630 14.820 -06544 5459 0009 -0.766 19353 -33.990 -24430 26.660 -0.937 9181 0.017 21.4 3 -0.8]2 1.352 -13.930 299430 2.614 .0201 10680 0.030 -0.511 0.765 -7.805 16.430 1459 -0.122 5.%9 0.017 214 4 -1.083 1.058 6.328 39.500 8.352 0.586 59903 0.033 -09623 005% 1529 22.050 4.859 0.335 3,292 0018 21-4 5 -1.158 0.903 22.670 5.529 2.383 0.364 6.646 0.021 -0.679 0.5% 12.650 3.094 1.327 0.203 3105 0012 214 6 -0.]29 0.412 24470 -52.160 -5.479 0044 9.245 0002 -1.244 0.734 43.850 .93,500 -99816 0094 16.500 0004 21-5 1 -0.734 0435 -27.070 -51.860 27420 00102 70353 0.003 -1.256 0.773 -48.520 -92.600 490170 0187 130190 00005 21-5 2 -1.324 O.T6 -29450 11.530 20.960 -004% 17290 0.021 -0]73 0440 -16430 69427 11.690 -0.274 9.641 0.012 21.5 3 -1448 0,441 -14.110 529450 28.970 0.200 16.950 0.034 -0844 0.248 -7.871 29.250 16.160 0.110 96458 0.019 21.5 4 -1.504 0.366 4.337 67.150 18.290 -1.096 16.850 0.036 -0 .874 0.207 -2418 37.440 10.210 -0.641 9404 0.020 21-5 5 -1.627 0.129 7.528 45.730 19.150 -0.004 14.530 0.024 -09943 0.073 4.201 25490 109700 -0003 8.119 0.013 21-5 6 -1,672 0.038 140120 5.988 17.880 -1.116 13.170 0.005 -0.988 0.022 7.880 1312 9.998 -0644 7.368 0.003 21.6 1 •0.012 -0.007 -2530 -1.827 4.886 -0.024 6726' -0.002 -0023 4012 -4.529 -3.255 8.715 -0.043 12.020 -0.004 21.6 2 -0.013 -06007 -2.543 -0.707 4.890 -0.029 6.703 .06004 -0.023 -0012 4.553 -1.249 am, -0.053 11.970 -0708 21-6 3 -0.007 -0.001 -0.527 -0.524 4.940 -0.001 5306 -0.006 -0.012 -0003 -0.940 -0.931 8814 -0.002 9479 4.011 21-6 4 -0.007 .0.001 -0,527 -0.289 4.939 -0004 5.306 -0.008 -0.012 -0.003 -0.941 -0.512 0812 -0008 9479 -0.014 21.6 5 -0.007 -0001 4.528 -0.054 4.939 -0.007 5.306 -0.010 -0012 -0.003 -0.941 -0093 8.811 -0.013 9,479 -0018 21.6 6 0059 0000 -0040 0.418 5,114 -0.002 7.766 -0.021 0.033 0.000 -0022 0.234 2.856 -0001 4342 -0.012 22.1 1 -0.645 -0.007 -0.302 -3.351 3.166 0.995 10071 0.000 .1.135 -0.013 -0,541 -6.011 50675 1.]50 1.920 0.000 22-1 2 -0.645 -0.007 -0.302 -2.786 3.166 -0.282 1413 0.002 -1,135 -0.013 -0.541 -4.9% 5675 -0.461 2.533 0.003 22-1 3 -0.630 -0.017 1.680 -7.460 2259 -0097 19127 0.004 -1,109 -0.029 3.011 .136370 4.050 .0.170 2021 09006 Y2-1 4 -0.616 -0.022 2.195 -14280 2.789 -0.430 0.973 0007 -1.086 -00037 3933 -25.590 4,999 -0,757 1.743 0.012 22-1 5 -0.564 -0033 0336 -23.030 0.448 0.180 -0.546 0.012 -1.021 -0.056 0602 -41.270 00802 0317 -0.978 0.021 22-2 1 -0.561 -0.038 -2326 -21.820 -1.729 -0073 -1.697 0.019 -0.%7 -0.%5 -4.168 -39.110 -3.099 -0.128 -3.041 0.033 22-2 2 -0.504 -0.043 -5.826 -5.224 1.673 0.379 -3317 0.029 -0.886 -0073 -10440 -9.363 -8.375 0.666 -5.946 0.053 22.2 3 -0.828 -0.071 -10.210 23020 -8.297 -0.011 -5.946 0.074 -0A71 -0043 .596% 12.840 4.629 -0.007 -3.318 0.041 22.2 4 -0.702 -0.059 -5.832 54.850 -49%2 0.805 -3.801 0093 -0.400 -09037 -3.254 30.610 -2.780 0.345 -2.121 0.052 22.2 5 -0.637 -0048 -2868 69.030 -2.544 005] -2.104 0104 -0.363 -0.031 -1.489 38520 -1.419 0.033 -1.174 0.058 22-2 6 -0572 -0.031 0752 71.360 0.136 -0.390 -0203 0106 -0.326 -0.022 0420 39.820 0.0]6 -0.222 -0.113 0059 22-2 7 -0.4.16 00018 7.615 5].580 5.789 09071 3.747 0.0% -0.255 0.005 4.249 32.130 3.231 0.041 2.081 0.054 224 8 -0.387 0051 100680 310800 80513 -00246 5.531 0.080 -0.221 0.024 5.958 170750 4.]50 -0.140 3%6 0.045 22-2 9 -0.161 0.070 8.089 3,5/5 6.875 0.024 4.251 0033 -0.282 0.133 14.500 -11.]80 12.320 0.040 ].818 0060 22-2 10 -0,136 0.099 7.%2 -30.620 6,791 -0095 4.020 0.023 -0.237 0.183 14.090 -54.870 12.170 -0.168 7.204 0.041 22-2 11 -0.095 0.160 2446 -52.560 2.042 0.018 -0.16] 0.291 4.384 -94.200 3659 -0.016 1.92] 0.033 Al 04 Design Strip Fora, (4101 Veil's Frmt Dam Mk Lewd Max V I.P. Max V Max V M. V Max V Max V MezV Mar V Min V I.P. Min V Min v Min V Min V Min V Min V k8n V Mex P I.P. ID Section Shw AtiY VerBCY B4nAng Torsion Dphm. a Twist (kip Dellectian Shw Axial VerBCal Belting Tasim D" Twist (kip Dellee8an S_ (10 ) (Ki N s (ki ft (16 8 d ft) linchas) IM P0 (Kips) (10 s) (IB 8 Oti n) BBnYn m linelws) (Kips) 20-6 1 -0009 0 001 -8.012 -11.390 -0.586 -0.003 -0.246 -0.004 -0014 0.001 -10.770 -20.400 -1.008 -0.006 -0438 -0.008 -0.013 206 2 -0 009 . 0 001 -5.991 -8.768 -0.531 -0.00] -0.014 -0.007 -0.014 0.001 -10.]30 -15.670 -0.94] -0.012 -0.022 -0.013 -0013 20-6 3 . -0005 . 0.000 -2.898 -4.217 -0.229 0.004 -0.255 -0.010 -0008 0.000 .5.18] -7.552 -09406 0.006 -0.455 -0018 024 0 5 -0.007 -0 007 206 206 4 5 -0.005 -0.005 0.000 0.000 -2.895 -2.695 -2.958 -1.695 -0.232 4.235 0.002 -0.001 -0.255 -0.255 -0.013 -0.016 -0.008 0.000 0.000 -5.186 -5.185 -5.295 -3.036 -0 412 41] 0 003 -0.001 . -0.45 - -0.455 .0.029 034 . 044 0 206 1 1 6 1 0.028 724 -1 0.000 0 006 -1.550 8377 -0.255 13 530 -2.998 -41 200 -0.001 2 ]33 -2.62] 28.3]0 -00 0.000 0000 0003 -2.71] 6.674 -0.656 7.547 -5.366 0002 1552 -4.702 -0. 15830 0.000 . -1724 . 2 21.1 2 . . . . -41. . -0.627 -26000 0.000 0.003 4.8]4 -1.561 -22.980 -0358 -15.620 0.000 -1.724 1.1 3 -1.]12 -0.092 16.960 -12.800 -44.380 -0.184 -28.180 -0.001 .052 9.463 -7.165 -24.7]0 -0108 -15.720 0.000 001 7 0 -0.973 0 953 21 d 5 -16T7 1 556 -0156 -0 279 24.110 43900 -46.810 -99 830 -47.940 fid 1B0 -1.120 495 0 -26.520 -1] 940 -0.002 -0.001 0.008 0.158 # 13.450 24.500 -26.120 -55.700 -26.]50 -35.810 0.641 0.276 . -16 9 -10.010 -0001 . -0886 21.1 212 1 - . 0 839 . 056 -0 -34410 . 940 -81 . 22540 . 0.042 . -6848 0.006 0098 -61.680 .146.800 40.400 0085 -IS860 0011 -0.839 21-2 2 . -0.710 . -0.105 .20.690 . -17.710 8.8]8 0.654 -2826 0026 -0.182 1- -3].090 31.730 15,910 1149 -5062 0046 084 -010 -0 635 21-2 3 -0.635 -0.120 -15.380 23.360 5.050 0.095 -1904 004] -0.206 -27.570 41.860 9.051 0.69 -3.413 0. . 21.2 I -0.4]1 -0.123 -6.873 46.510 0.268 0.481 -2020 0.066 -0.20] -12320 83.350 0.464 0.830 -3.618 0.114 0 132 -0.471 -0 386 21-2 21-2 S 6 -0.388 -0522 -0.112 -0.149 -3.200 0.573 SB.d80 107.700 -1649 -6.325 0035 -0.292 -2.622 -6.135 09074 0.13] -0.668 -0.185 -0.303 -0.093 -5]35 0.320 104.800 600100 -2.951 -30532 0.157 -0.163 . -4.696 -3425 00]6 70 . -0.303 0 202 21-2 ] -0.250 -0039 13,350 91.130 -13600 0.019 -9.466 0.126 -0146 -0.032 7.448 50.850 -7.594 0020 -5288 000 . - 21-2 8 -0.128 0.030 20.330 53.930 -17.810 -0.158 -11.040 0.104 -0076 0.007 11340 30.030 -9.942 -0083 -6.166 0.058 -09128 21-2 9 0075 0.189 37.300 -1.138 -29.270 -0.235 -12,860 09071 0042 0.09] 20.810 -0.835 -16.330 -0.126 -7.179 0.040 09075 21-2 10 0.155 0.273 48400 -95.4]0 -38.380 -0.215 -12.210 0.035 0.088 0.145 27.010 -53270 -21.420 -0.116 -6.816 0.020 0 006 0.155 0 267 21.2 21.3 11 1 026] 0.169 0.448 0429 78.8]0 -44770 -234.200 -135.700 -71.600 39.820 -0.545 -0.148 -0.968 -0.459 0.007 09005 0.153 0,246 0,295 0.769 44.010 -80.220 -130.700 -243.200 39.850 71.360 -0.308 -0263 . -0.531 -0.818 0.009 . 0.295 0 304 21-3 21-3 2 3 0.1]4 0.16`4 OS27 00571 -26.720 -20.290 -50.880 4.975 20.090 14.760 -0.392 -02]8 5889 6.074 0025 0.050 0.304 0.940 0.286 1.016 -47.890 -36.350 -91.190 8.911 36.000 26.440 -0.685 -0485 10.560 0.045 10.890 0.090 130 . 0.286 0 211 21-3 4 0.119 0.648 -10.540 3].290 7.867 -0424 4449 0073 0.211 1.148 -18.880 66.820 140100 -0339 70972 00 . 21-3 5 00087 0.679 -6.615 57.890 5.163 -0.330 3.165 Ooee 0.156 1,202 -11.670 103.700 9.214 -05]3 5.669 0.157 169 7 0 0.156 0 092 21-3 213 6 7 0.050 -0055 0.705 1.308 -2.749 80351 66.580 111.000 2.559 -4615 -0290 -0.553 1.741 -20127 0.094 0.161 0092 1.247 -0036 0.740 -4.927 4.660 119.300 610930 4.582 -2.573 -0498 -0.320 3.11 . -1.185 04030 07] . -0.055 -0 136 21-3 21-3 8 9 -0.136 -0304 1.323 10323 15.430 32.330 81.890 31.190 -9498 -21.780 -0,64] 0471 -4.529 -7.845 0.137 0.039 -0083 0.]49 -0.161 0.]49 8.610 18.040 45.700 17400 -6.298 -12.150 -0.3]8 -0.273 -2.525 0. .4.376 0.055 29 . -0.300 -0 389 21-3 21-3 10 11 4389 -0.553 1.307 1.253 43.300 ]3.210 -59.300 -198.900 -31.130 -83.880 -0.777 -0.380 -].869 1.608 0.053 0.012 -0.231 0.740 -0326 0.709 24.160 40.850 -33.090 -111.600 -17.3]0 -35.650 -0.454 -0.220 -4389 00 0.899 0007 001 . -0.553 -0 626 21.4 1 -0.369 0,825 -31610 -88.620 29.750 -0.172 0.235 Owl -0.626 1460 -59880 -158.800 53.310 -0.287 0.418 0. . 21.4 2 -0450 0.765 -18.970 .13.630 14.820 -0.546 5.459 0009 -0.]66 1.353 -33.930 -24430 26.560 -093] 9.781 0017 0 030 -0.766 872 -0 21-4 214 3 4 -0.511 -1.063 0.765 1.058 -7.805 6.328 16430 39.500 1.459 6352 -0.122 0.586 5,959 5.903 001] 0033 -0.8]2 1.352 -0.623 0.596 -13990 3.529 29.430 22.050 2.614 4.659 -0.201 0.335 . 10.680 3.292 09018 . -1.063 1 158 214 214 5 6 -1.158 -1.244 0.903 0734 22.670 63.850 5.529 -93.500 2.383 -9.816 0.364 0094 69846 16580 0.021 0.004 -0.679 0.508 -0.729 0.412 12.650 24.470 309`4 .52.180 1.32] -54]9 0.203 0046 3.705 0.012 9.245 OOO2 0005 . - -1.244 -1 256 21-5 21-5 1 2 -0.734 -0.773 0.435 0.440 -27.0]0 -16.430 -51.860 6,127 2].620 11.690 0.102 -0.214 7353 9.641 0.003 0012 -12% 0.773 -1324 0.7]6 -48.520 -29.450 -92,600 11.630 49.1]0 20.980 00187 -0.456 13.190 1].290 0.021 4 . -1.324 -1448 21-5 21-5 3 4 -0844 -0.874 0.248 0.207 -7871 -2.418 29.250 - 37440 16.160 100210 0.110 -0661 94% 9.604 0019 0.020 -1.448 0.441 -1.504 0.366 -14.110 -4.33] 52.450 670150 28970 18.290 0.200 -1036 16.950 0.03 16.850 0038 -1.504 1 627 21-5 21-5 5 6 -10627 -10672 0.129 0038 7.528 14.120 45.]30 5.968 119.150 7.880 -0.004 -1.114 14.530 13.1]0 0.024 0.005 -0943 0.073 -0.968 0022 4.201 7.M 25.490 3.312 10.]00 9.998 -0.003 -0.644 8.119 0013 7.388 00003 0004 . - -1.672 -0 012 21-6 21.6 1 2 -09012 -0.013 -0.007 -0.007 -2.5 -2.543 -1.827 -0307 4.886 4890 -0.026 -0.029 6.726 6703 -0002 -0.004 -0.023 -0.012 -0.023 -0.012 -4.529 -4.553 -1255 -1.249 6]15 8.721 -0.043 -0053 12020 - 11970 1008 011 79 0 . -0.013 -000] 21-6 21-6 3 4 -0.00] -0.00] -0.001 -0.001 -0.527 4.527 -0.524 -0289 4.940 4.939 -0.001 -0004 5306 5.306 -DODS -0.008 -0.012 -0.003 -0012 -09003 -0.960 4.961 -0.931 -0.512 80814 6812 -0.002 -0.008 94 - . 9479 -0.014 018 -0.007 -0 007 21-6 21-6 5 6 -09007 0.033 -0.001 0.000 -0.528 -0022 -0.054 0.234 4.939 2.8% -0.007 -0.001 5306 4.342 -0.010 -0212 -0012 -09003 0059 0.000 -0.941 -0.040 -0.093 0.418 8811 5.114 -0.013 -0.002 94]9 -0 7766 -0021 0 . 0.051 0 065 22-1 1 1 2 -0.645 845 -0 -000 4007 -0.302 -0 302 -3.354 766 -2 3,166 166 3 0.995 -0 262 10]1 1413 0.000 0002 -1.135 -0.013 -1.135 -0.013 -0.561 .0.561 .6.011 -4.956 5.675 50675 1.]50 -0461 1.920 OD0 2.533 0.003 . - -0.665 22- 22-1 3 . -1.109 -0029 . 3.011 . -13.3]0 . 4.050 0 -0.170 2021 . 0006 -0.630 -0.017 1.680 -7.460 2259 -0.037 1.12] 0.006 -0.630 22-1 4 -1.088 4037 30933 -25.590 4999 -0.757 1.743 00012 4618 -0.022 2.195 .14.280 2.789 -0430 0973 0.007 -0618 0 586 Y2-1 22-2 6 1 -14027 4561 -04056 -0.038 0.fi02 -2.326 41.270 -21.820 0.802 -1.729 031] 40]3 -0978 -1.697 00021 0.019 -0.584 -0.033 -0065 0.336 -4.160 .23.030 -39.110 0.048 -3.099 - 0.180 -0128 -0.546 0.012 -1061 0.033 6 0 053 . - -0.561 504 -0 22-2 222 2 3 -0.504 -00471 -0.043 -0.043 -5.826 -5698 -5.226 12.840 -4673 4.629 0.379 -0.00] -3.317 -3.318 0.029 0.041 -0.886 -0.073 -0.826 -0.071 -10.440 -10.210 -9.363 23.020 -8.375 -6,29] 09666 -0.011 . -5.9 6 -5.966 00]4 93 . -0.471 -0400 224 4 -0.400 -0.037 -3.254 20.610 -2.]80 0.345 -2.121 0.052 -0702 -0.059 -5.832 54.850 -4.982 0.605 -3.801 0,0 22-2 5 4363 -0.031 -1409 38.520 -1.419 0.033 -1.174 0058 -0.637 -0.048 -2.668 69.030 -20564 0.057 -2104 0.106 9 -0.363 0 326 22-2 6 -0.572 -0031 0.752 ]1.360 0.136 -0.390 -0.203 0.106 -0.326 -0.022 0420 390820 00076 4.222 -0.113 0.05 - . 22-2 7 -0466 0.018 70616 57.580 5.789 0.0]1 3.74] 0.098 -0.255 0005 4.249 320130 30231 0041 2091 0.054 -0.466 0 38] 22-2 22-2 8 9 -0.38] 4.282 0.05 0.133 10.680 16.500 31.800 -11.780 8.513 12320 4246 0.040 5.531 7.618 0.080 0.060 -0 221 09024 -0.161 0.070 1 5.958 8.089 17.750 -6.575 4.750 6.875 -09140 0.024 3.086 0.045 4251 0.033 0 0 023 . - -0.282 -0 23] 22-2 22-2 10 11 -0.237 -0.167 0.183 0.291 14.090 4.306 -5`4.870 -96.200 12.170 3659 -0.168 -0.016 74204 1.927 0.- -0.033 -0.136 0.099 -0.095 09160 79862 2446 -30.620 -52,560 6.791 2.062 -0.035 -0009 4902 0 107$ 0.018 . 4.167 22-3 1 -0.080 0.192 -2.513 .52.730 -2.1B1 -0.06] -1.247 0,020 -0.140 0,348 -4.506 -94.490 -3.907 -0.094 -2.233 0.035 -0.140 22.3 2 -0 061 0 260 .8.248 -28.690 -6.992 4.009 4260 0.028 -0.10] 0.46] -14.780 -51410 -12.530 -001] -].636 0.050 -0.107 223 3 . -0058 . 0 292 352 -8 -2.051 -6.8]5 -0.089 4L379 0,042 -0.101 0.524 -14970 -3.676 -12320 -0.120 -7.866 0.076 -0.101 223 4 -0.066 . 0.349 . -5.812 24.230 -6.333 -0024 -2.931 0057 -0.103 0.625 -10,420 43.430 -7764 -0.od3 -5251 0.103 -0.109 0 122 22-3 223 5 6 -0.071 -0.082 0.374 0.39] -3.894 -160] 39.080 46.210 4637 -0.879 -0.082 -0.153 -1.803 -0.585 0069 O.O74 -0.122 0.669 -0.140 0.709 -6.978 3.238 70.030 82.820 -6.]25 -1,576 -0,111 -0.261 -3.231 0.123 -1.06] 0.133 0 71 . - -0,140 189 -0 22.3 ] -0.189 0.]70 4358 ]6.920 4.663 -0.133 3.293 0.127 -0.111 0.438 2.432 42.920 2.591 -0 .078 1,838 0 . 223 8 -0.219 0'" 7842 57.180 7.53] -0.312 5.213 0.110 -0.129 0.456 4.3]6 31.910 4.206 -0.183 2909 0062 047 -0.219 0 286 223 223 9 10 -0.286 -0.322 0883 0.889 12660 12.020 1].620 -23.770 11.]30 11.830 -0093 -0350 7.571 7.303 0.084 0.055 -0169 0.486 -0.190 0499 ].067 7.152 9.716 -13.270 6.666 680`4 -0.055 -0.207 4.226 0. 4.076 0031 018 - . -0.322 -0 396 22-3 11 -0.3% 0.932 4.835 .60.460 3.5]4 4.022 2.149 0,032 -0.233 0.523 2.586 -33.750 1995 -0015 1200 .0 . 22-4 1 -0.253 0529 -0.935 -31.600 -2.098 -0.105 -0.89] 0.011 -0429 0.945 -1.674 -61.650 -3.761 -0.175 -1.609 0019 -0.429 22-4 2 -0.306 0 809 4.163 -16.9]0 -7.912 -0.088 -3.875 O006 -0.521 1.085 .7 1 -30.410 -14.180 4.168 -6 967 0 011 -0.521 22-4 3 337 -0 0.628 -2.243 1.218 -3.841 0.136 -2.172 0007 -0.571 0946 -601] 2.170 -6.887 0.241 -3894 0.012 -0.571 224 4 . -0.617 0.925 0.067 7.336 -0.905 0.016 0.711 0.015 -0.365 0.514 0.04] 4.108 -0.506 0.001 O396 0.008 010 -0 817 -0843 224 5 -0643 1.010 2.035 -7.765 10.410 0.319 ].631 0018 -0.380 0.563 1.136 -4.313 5.605 0.174 4.253 0. 22-4 6 -0.392 0.561 -0.375 4159 10.980 0.055 6.139 0.013 -0661 0.973 -0677 -16.450 19,700 0.122 11.020 0.023 0026 -0.661 684 0 22.5 22-5 1 2 -0408 4394 0.508 0.451 3.315 -3936 4.148 11.010 4.164 -3.568 0.137 0.2]1 3514 -0.598 0.016 0.020 -0.666 0920 -0657 0.820 -5.952 -7088 -7.648 19.750 7496 -635] 0.262 0.511 6 6323 -1.044 0.036 876 0040 4 - . -0.657 634 -0 22-5 22.5 3 4 -0.383 -0616 0422 0.688 -1.960 1.3% 23.0]0 46.030 -4661 -10.200 0.316 0.524 -2.734 -5.868 0.022 0.03] - 0.770 -0.372 0.379 -3,527 0787 41.420 25.620 -8314 -5.711 0.60 0.259 - . -3.280 0.020 4 0 013 . -0614 -0 882 22.5 5 -0.682 0.407 8.808 29.580 -8.763 0.837 -3.722 0 023 -0.410 0.225 4.914 16 420 -4.8]3 0.460 . -2.05 . 22-5 6 -0.840 0.163 13400 -3320 -4.870 -0.094 -1.001 0.004 -0496 0.085 7461 -1.915 -263`4 -0.0]1 -0.506 0.002 -0.860 22-6 1 -0011 0.003 -2.158 4.705 1.994 0.062 1.122 -0002 -0023 0006 -3.854 -8.389 3462 0.113 1.900 -0004 -0023 22-6 2 -0.012 0.004 3.180 -3.845 2.155 0.058 1.128 -0.004 4.023 0.007 -3894 -6.852 3.]28 0.105 1.909 -0.006 0 009 -0.023 073 -0 22-6 22.6 3 4 -0.073 -0.074 -0001 -0.001 -1.930 -1.960 3.220 -2442 3418 3.583 0.078 0.048 1.133 1.133 -0.005 -0.00] O.1m -0.002 -0.136 -0.002 -3.444 3.499 -5.728 -4.340 5.98] 6.2]9 0.141 0087 . 1.918 - 1.919 -0.012 0 015 . -0074 074 -0 22-6 22-6 5 6 .0.074 .0.074 DOW 0000 -1.993 -2.029 -1.601 4.814 3.761 3958 0.018 -0.012 1.133 1.134 -0.008 -0010 -0.136 -Owl -0.135 0.000 2558 -3622 -2.909 -1433 6.5% 6.940 0.033 -0022 1.919 - . 1.919 -0.018 0 . -0.114 598 0 23-1 23.1 1 2 -1.055 -1.055 -0.028 -0026 3494 3.494 6.83] .1.971 1.822 1.822 1.621 -0435 1.880 1.062 0.000 0.000 -0.598 -0.015 -0.598 -0015 1.949 1.949 2.698 -1.101 1.016 1.016 0.919 -0.247 1.049 . 0.593 0.000 000 - . -0.598 Ssl O 23-1 271 3 4 -1.024 -1.005 -0055 -0.0]5 9.899 15.130 -7.652 1.106 1.]19 .0.165 4.702 1.485 1.068 -0.001 -0.002 -0.581 -0032 4.570 -0043 SS23 8443 -4.270 -16.580 061] 0.959 -0.084 -0.398 0.829 0 0.585 -0001 7 0 001 . 4.570 542 -0 23-1 5 -0.956 -0.113 30.440 0 2.088 0.298 0.601 -0.001 4.502 -0.065 16980 -36.680 1.165 0.169 - . 0.33 . 23-2 1 -0527 O.o49 -24.780 0 -0806 -0.074 0,297 0.005 .0.928 0.089 -44400 -100.800 -1.444 .0131 0.533 Owe 039 0 030 -0.929 .0 859 232 23-2 2 3 -0487 -0.465 0.031 0024 -11.120 -10.370 0 0 -0355 -0241 0.358 -0015 -0022 -0.059 0.019 0035 -0.859 0.058 -0.821 0047 -25.300 -18.580 -21300 28.430 -0637 -0.433 0632 -0.026 . -0. -0.106 0.063 6 0 9 -0.621 740 0 23-2 23-2 4 5 -0,120 -0.396 0.019 0.020 4.658 -2.248 0 0 -0.055 0.054 t 0.351 0.026 -0,003 0.068 0.048 0.055 -0.760 0.039 -0.699 0.042 3.347 -4.026 56.860 71.600 -0.099 0.097 0620 0046 -0.008 0. 8 0.121 0.098 57 - . 0699 0 657 23-2 6 .09667 0.069 0079 0 0.313 4.463 0.277 0.102 -0372 0.024 0044 41.140 0.175 -0.263 0.155 0.0 . - 23-2 7 -0.5]6 0.072 8.179 0 0.]56 0.084 0602 0.092 .0.327 0.036 4.564 36.100 0.423 0.047 0.336 0.052 2 -0.576 0 538 23-2 23-2 8 9 -0.538 -0488 0.087 0.120 12.450 0 7 0.953 1.25] 4.342 0.6 0.]31 0.866 0.075 0.050 -0.305 0.005 -0265 0.063 6.4 12.600 20.270 4.635 0.532 0.]02 -0.194 0 0410 0 .04 0.672 0.028 439 0 013 . - -0468 -0 437 23 0.437 0138 29380 0 4l. 1.405 -0.258 0.78] 0.024 -0.248 0.073 16390 -33.150 0.784 -0.14] . 0 . 23-2 11 -0.385 0.17] 50.070 -145.200 2020 0089 0.118 0.005 -0.219 0095 27.940 -81.030 1.12] 0050 DOSS 0.003 -0.385 Design Ship Farces Aloa Vdil's Front Door Mid La M. p M. p Mu P M. p Max P M. P M P M M- Mln P I.P. Min P Min p Mn, P Min p Min P Mn, P Min P ID S.b_ Atiel VartlcW Bending Torsion DP- TW.t(WP 0on D Shaer Ainl Varna l Bending Torsion Dphm. T.. (Itl, Deliection (Kip,) (K ) (WPtt) (kWft) Bendin 81 (inchn) (Kips) (Kips) (JO 1 (Iti It (kiOR Bendi n) (inches) 206 1 0.001 -9.352 -17.710 .0.878 -0.005 -0.383 -0.007 -0.009 0.001 -6.012 -11.390 -0.564 -0.003 -0.248 -0.004 206 2 O MI -90319 -13.610 4.825 .0.011 -0.022 -0 011 -0.009 0.001 -5.991 -8.748 -0.531 -0.007 -0.014 -0.007 206 3 0.000 -6484 -0352 0.005 -0.393 -0.016 4oixi 0.000 -4.252 -6.192 -0.332 0005 -0.372 -0.015 206 4 0.000 -4.546 -0.357 0.002 -0.393 -0.020 -0.006 0.000 -4.252 -4.341 -0.337 0.002 -0.372 -0.019 206 5 0.000 -2.607 -0362 -0.001 -0.393 -0.025 -0.006 0.000 -4.252 -2.489 -0.341 -0.001 -0.372 -OOM4 206 6 0.000 -0.392 -4.610 -0002 -4.039 -0029 0.042 0.000 -2.277 -0.374 -4.398 -0.002 -3.855 -0.028 21-1 1 00006 13.630 -41.200 2.733 -28.370 0.000 -0.980 0.003 4.674 7.547 -22.990 1.552 .154830 0.000 21-1 2 0.006 P -2.795 -41.2(10 -0.627 -28.000 0.000 -0.980 0.003 4.674 -1.561 -22.990 11 -0.358 -15.620 0.000 21.1 3 -0.052 -24.770 -0.108 -15.721 0.000 .1.712 -0.092 16.960 -12.800 -44.390 -0.164 -28.180 -0.001 21-1 4 -0.088 -26.120 .26.750 -0.641 -14.790 0.001 -1.6T -0.156 24.110 46.810 -47.940 -1.121 -26.520 -0.002 21-1 5 -04158 24.n -66.700 .35.810 0.276 -10010 -0.001 -1.556 -0.279 43.900 -99.830 -64.160 O.d95 -1]940 -0.001 21.2 1 -0.056 -81.940 22.540 0.042 -8.848 0.006 -1.472 -0096 -61.880 -146.800 40400 0.085 -15.660 0.011 21-2 0.105 -17.710 8.878 0.854 -2.824 0.026 .1.241 -0.182 -37,090 -31.730 15.910 1.149 -5.082 0.046 21.2 3 -0.120 -15.380 23.360 5.060 0095 -1.904 0047 -10106 -0.216 -2].570 41860 9.051 0.169 -3.413 0.064 21-2 4 -0.123 -6.873 46.510 0.258 0.481 -2.021 0.064 -0816 -0.207 -12.320 83.350 0.464 0.830 -3.618 0.114 21-2 5 -0.112 -3.200 WAN -1.649 0.095 -2.622 0074 -0.668 -0.185 -5.735 104.800 -2.951 0.157 4198 0.132 21.2 6 -0.093 0.320 80.100 -3532 -0.163 -3425 0,076 -0.522 -0.149 0.573 107.700 -8.325 -0.292 -69136 0.137 21.2 7 -0.029 10.950 744730 -11.150 0012 -7.761 0.103 -0.225 -0.050 11450 784190 -11.680 0031 -8.127 0.108 21-2 8 0.030 20.330 53.930 -17.810 -0.158 -11.040 0.104 -0.076 0.007 11.340 30.030 -9.942 -0.083 -6.164 0.058 21.2 9 0.189 37.300 -1.138 -29.270 -0.235 -12.860 0.071 0.042 0.097 20.810 -0.635 -16.330 0.126 -7.179 0.040 21-2 10 0273 48.400 -95470 -38.380 -0215 -12.210 0.035 2.OBB 0.145 27.010 -53.270 .21.420 -0.116 -6818 0.020 21-2 11 0448 78.870 -234200 -71.400 -0345 -0946 0.007 0.153 04246 44.010 .130.700 -39.850 -0.306 -0.531 0.004 21.3 1 0169 -80.220 -243.200 714360 -0.26'! -0.818 0.009 0.169 0429 -44.770 -135.700 39.821 -0.148 -0459 0.005 21.3 2 0.940 47.890 -91.190 36.000 -0.685 10.560 0045 0.174 0.527 -26.721 -50.880 20.090 .0.392 5.889 0.025 21-3 3 1.016 -36.350 8.911 26.440 -0485 10.890 0.090 0.160 0.571 -20.290 4.975 14.760 -0.278 6074 0.050 21-3 4 1.148 -18.880 66.820 14.100 -0.739 7.972 0.130 0.119 0.648 -10.540 37.290 7.867 -0.424 4449 0.073 21.3 5 19202 -11.670 103.700 9214 -0.573 5669 0.157 00087 0,679 -8515 570890 50143 -0330 36165 0088 21-3 6 1.247 4.927 119.300 4.582 -0.498 1117 06169 0050 0.705 -2.749 660580 20559 -0290 10]41 0094 21.3 7 1.308 8.351 111.000 -4.615 -0.553 -2.127 0.161 -0.036 0.740 4.860 61.930 -2.573 -09320 -1.185 0.090 21-3 8 1.323 15.430 81.890 -9.498 -09647 44529 0.137 -0.083 0.749 8.610 45.700 -5.298 -0.378 -2.525 0.077 21.3 9 1.323 31.190 -21.780 -0.471 -7.80.5 0.099 -0 .181 0749 18.040 17.400 -12.150 -0.273 -4.376 0.055 21-3 10 1.307 4Q399= 0 -59.300 31.130 .0.777 -7.869 0.053 -0.231 0.740 24.160 -33.090 -1].370 -04 54 -4 .389 0.029 21-3 11 1.253 -199.900 -63.880 -0380 1.608 0012 -0.326 0.709 400850 -111.600 -35.650 -0.220 0899 0.007 214 1 1460 0 -158.800 53.310 -0.287 0.418 0001 -0.369 0.825 -33.410 -88.620 29.750 -0.172 0235 0.001 21-4 2 1.353 0 -24.430 26.560 0.937 9.781 0.017 -09450 0765 -18.970 -13.630 14.820 -0.544 5459 0.009 21.4 3 1.352 R 0 29.430 2614 -0.201 10680 0.030 -0.511 0765 -7.805 MASS 1459 -0.122 5959 0017 214 4 1058 8 39.500 8.352 0.586 5.903 0033 -0.623 0.596 3.529 22.050 4.659 0.335 3.292 0.018 214 5 0.903 0 6.529 3 0.364 6.606 0 021 -0.679 0.508 12.650 3 094 1.327 0.203 3.705 0.012 21.4 6 0734 0 -93.600 -9846 0.094 16.580 0.004 -0.729 0.412 24470 -52.160 -5.479 0.044 9.245 0002 21-5 1 OM 0 -92.600 49.170 0.187 13.190 0.005 -0730 0435 -27.0]0 -61.660 2]420 0.102 7.353 0.003 21-5 2 0776 0 11.530 20.980 -0.456 17.290 0.021 -OM 0440 -16430 6.427 11.690 -0.274 9.801 0012 21.5 3 0441 .0 52.450 28970 0.200 16.950 0.034 -0.800 0248 .7.871 29.250 16.160 06110 9.456 0019 21-S 4 0.366 -4.337 67.150 18.290 -10096 16.85 0.036 -0.874 0.207 .2.418 37400 10.210 -0641 9.404 0020 21-5 5 0.129 7.528 45.733 199150 -0.004 14.530 0.024 -0.943 O OJ3 4201 25.490 10.700 -0 003 8.119 09013 21-5 6 0.038 14.121 5.968 179880 -1.114 13.170 0.005 -0.968 0022 1880 3112 90998 -0.644 7.368 0.003 21-6 1 -0.007 -2.530 -1.827 4.886 50.024 60726 -0.002 -0.023 -0.012 4.529 -3.255 B.J15 -0.043 12020 -0.000 21-6 2 -0.007 -2.543 -0.707 4.890 -0029 6.703 -0.- -0 023 -0.012 -4.553 -1.249 8.721 -0.053 11.970 -0.008 214i 3 -0001 -0.527 -0.524 4.940 -0001 5.306 -0.006 -0012 -0.003 -0.940 -0931 8814 -0.002 9479 -0.011 21-6 4 -0001 -00527 -0.289 4.939 -0.000 50306 -0.006 -0.012 -0.003 -09941 -0.512 8.812 .0.006 9479 -0014 21-6 5 -0.001 -0.528 4064 4.939 -0.007 5.306 -0.010 -0012 -0003 -0.941 -0.093 8811 -0.013 9479 .0.018 21.8 6 0.000 46034 0359 4391 -0002 6.676 -0.018 0.048 0.000 -0.033 0.343 4.193 -0.002 6365 -0.017 22.1 1 -0007 -0.302 -3.364 3.166 0.995 1.071 0000 -1.135 -0013 -0.541 1.011 5,675 1.750 1.920 0.000 22.1 2 -0007 4302 -2.766 3.166 -0.262 1.413 0.002 -1.135 -0.013 -Oul 40956 5.676 4461 2.533 0003 22.1 3 -0.017 1.680 -7.460 -2.259 -0.097 1012] 0.004 -1.103 -0.029 3.011 -13.370 4.050 -0.170 2.021 0.006 22-1 4 -0.022 2.195 -14.280 2789 -0430 00973 0.007 -1.088 -00037 1933 -25.590 4.999 -0757 1.743 0.012 22.1 6 -0.033 0.338 -23.030 0.448 0.180 -0.546 0.012 -1.027 .00% 0.602 -41.270 0.802 0.317 -0978 0021 22-2 1 -0038 -2.326 -21.820 -1329 -0.073 -1.697 0.019 -0.987 .0065 -4.188 -39.110 -3099 -0.128 -39041 0033 22-2 2 -0.043 -6.828 -5.224 4.6]3 00379 -30317 0029 -0.886 -0073 410440 -90363 -8375 0.666 -5.946 0053 22-2 3 -0043 -5.896 12.840 -4.629 -0.007 -3.318 0.041 -0.828 -0.071 -100210 23.020 -8.297 .0.011 -5.906 0074 22-2 4 -0037 -3.254 30.610 -2.780 0.345 -2.121 0052 -0702 -0.059 -5832 54.850 -4.982 0.605 -3.801 0.093 22-2 5 -0.031 -1.489 384520 -1.419 0.033 -1.174 0058 -0637 -0048 -2668 69.030 -2.504 0057 -2.104 0.104 22-2 6 4022 0420 39620 0.076 -0.222 -0.113 0.059 -0.508 -0034 0.653 61.940 0.118 -0345 -0.176 0.092 22-2 7 0,018 70615 57.580 50769 0.071 3.747 0096 -0255 0.005 4.249 32.130 3.231 0041 20091 0054 22-2 8 0.051 10.680 31.800 8.513 -0.248 5.531 0.080 -0221 0.024 5.958 170750 40]50 -0.140 3.086 09045 22.2 9 0.133 146500 -119780 12.320 0.040 7.618 0.060 -09161 0070 8.069 -6.575 66875 0.024 4.251 0.033 22.2 10 0.183 14.090 -54.870 12.170 -0.168 7.204 0 041 -0.136 09099 7.862 -309620 6 791 -06095 4 021 0.023 22-2 11 0.291 4.384 -94.200 3r659 -0.016 1.927 0.033 -0.095 0.160 2.446 -52.560 26042. -0.003 1.075 0.018 223 -1 0.348 -4.504 -94.490 3.907 -0.080 -2.233 0035 -0.080 0.192 -2.513 -52.730 -2.181 -0.047 -1.247 0021 22-3 2 0467 -143110 -51410 -12.530 -0.017 .7 630 00050 -0.061 0280 -8.248 -28.690 -6.992 -09009 -4.260 0028 22-3 3 0.524 -14.970 -3.676 -12.320 -0.120 -7.846 0.076 -0.058 0.292 -8.352 -2051 -6.875 -0.069 -4.379 0.042 223 4 0,625 .10420 43430 -7.764 4043 -5.251 0.103 -06064 0.349 -5812 24.230 -4.333 -0.024 -20931 0057 22-3 5 0.669 -6.978 70.030 -4.725 -0.141 -3.231 0.123 -0.071 0.374 -3.894 39.090 -29637 -0.082 -1.803 0069 22-3 6 0.]09 -1238 82.820 -1.576 -0.261 -1.047 0.133 -0082 0.397 -1.807 46.210 .0.879 -0.153 -0.585 0074 22-3 7 O.T78 40358 769920 4.643 -0.133 1293 0.127 -0.111 0438 2.432 42.920 2.591 .0078 1.838 0.071 22-3 8 0.808 7.842 67.180 7.537 -0.312 5213 00110 -0.129 0450 4.376 31.910 4.206 -0.183 2909 0.062 22-3 9 0863 12.660 17.420 11.730 .0.093 7.571 0.064 -0.169 0484 7.06] 90]16 69564 4055 40226 0.OO7 22-3 10 0.889 12.820 -230770 11.830 -0.350 7.303 0.055 -0.190 0499 7.152 -13270 6.604 4.076 09031 22-3 41 00932 4.635 -60.480 36574 -0.022 2.149 0.032 -0.233 0623 2.586 -33.750 1995 -0.015 1.200 0.018 224 1 0.945 -1.674 -61.850 -3.761 .0.175 -1.609 0.019 -0.253 0.529 -0.935 -34400 -2098 -0.105 -0897 0.011 22-4 2 1085 -1458 -30.410 -14.180 -0.148 41.947 0.011 -0.306 0.609 -4.163 -16.970 -7.912 -0.088 -3.875 0.006 224 3 0.948 -4.017 2.170 41.887 0.241 -3.894 0.012 -0.337 0.528 -2243 1.218 -3.641 0.136 -2.172 0.007 22.4 4 0925 0.087 7.336 -0.905 0.016 0.711 0.015 -0.365 0.514 0.047 4.108 -0.504 0001 0.3% 0006 224 5 1.010 2035 -7.765 10.410 0.319 7.831 0.018 -0.380 0.563 1.136 -4313 5.805 0.174 4.253 0.010 224 6 0.973 -0.677 -16.460 19.700 0.122 11.020 0.023 -0.392 0.641 -0.375 -9.159 10.980 0.055 6.139 0.013 22-5 1 0.920 -5.952 -1448 ]496 0262 6.323 0.028 -0409 0 . SOB -3.315 -4 148 4.164 0.137 3.514 0.016 22-5 2 0.820 -7.088 19.750 -6.357 0.511 -1.044 0036 4.4 0451 -3.936 11.010 -3.568 0.271 -0.598 0.020 22.5 3 0 770 3.527 41420 -8.314 0.606 4.876 0.040 "06383 0422 -1.960 23.070 -4 661 0.316 -2734 0.022 22.5 4 0.688 1.3911 46030 -10.20 0.524 -5.658 0.037 -0.372 00379 0787 25.620 -5.711 0.259 -3.280 0.020 22-5 5 0.407 6808 29.580 -8.763 0.837 -3.722 0.023 -0410 0226 4.914 16420 4.873 0.460 -2.050 0.013 22-5 6 0.153 13400 3.320 -4.870 -0.094 -1.001 0004 -0.4% 0.085 1461 -1.915 -2.634 4071 -0.5011 0.002 22-6 1 0.006 -3.864 -8.389 3.442 0.113 1.900 -0.004 -0.011 0.003 -2.158 -4.705 1.990 0.062 1.122 -0.002 22-6 2 0.007 -3.894 -8.852 3.728 0.105 1.903 -0.008 -0.012 0.004 -2.180 -3845 2155 0.056 1.128 4004 22.6 3 -0.001 -1.930 3.220 3.418 0.078 1.133 -0.005 -0.133 -0.002 3.444 -5728 5987 0.141 1.918 -0.009 22.6 4 -0.001 -1.960 -2.442 3.583 0.046 1.133 -0.007 -0.134 -0.002 -3.499 4v340 6.279 0.087 1.919 -0.012 22.6 5 0.000 -1.993 -1.641 3.761 0.018 1.133 -0.008 -0.134 -0001 -3.558 -2.909 6.596 0.033 1919 -0.015 22.6 6 0000 -3.121 -1.252 BOBS -0.018 1.747 -0.015 -0.111 0000 -2.987 -1.170 5.661 -0.019 1.551 -0.015 231 1 -0015 1.909 2.898 1.016 0.919 1.049 0,000 -1.055 -0.026 3494 4.837 1.822 1.621 1880 0000 23-1 2 -0.015 1949 -1.101 1.016 -0.247 0.593 0.000 -1.055 -0.026 3494 -1.971 1.822 -0.035 1.062 0000 23-1 3 -0.032 5.523 -4270 0.617 -0.094 0.829 0000 -1.024 -0.055 9.899 -7.652 1.106 -0.165 1.485 -0001 23-1 4 -0.043 6443 -16.580 0.969 -0398 0.685 -0001 -1.005 -0.075 15.130 -29.710 1.719 -0.702 1.048 -0002 23-1 5 -0065 16.980 -36.680 1.166 0.169 0.337 -0.001 -0956 -0.113 30.440 .65.740 2.088 0.298 0.804 -0.001 23-2 1 0089 -44.400 -100.800 -1444 .06131 0.533 0.008 -0.527 0049 -24780 -56.2]0 -0806 -0074 0.297 0.005 23.2 2 0.058 -25.300 -21.300 -0.637 0.632 -0.039 0.031 -0487 0031 -14.120 -11.890 -0.355 03% -0.022 0.019 23.2 3 0.047 -18.560 28.430 -0.433 -0.026 -0.106 0.063 -0.465 0.024 -10.370 15860 -0.241 .0.015 -0059 0.035 23-2 4 0.039 -8347 56.880 -0.099 0.620 -0006 0.086 -0.420 0.019 -4.658 31.730 0.055 0.351 -0.003 0048 23.2 5 0042 -4.026 71.600 0097 0.046 0.121 0.098 -0.396 0.020 -2.246 39.950 0.054 0.026 0.068 0.055 23-2 6 0049 0.079 73.730 0.313 -0 .463 0.2n 0.102 -0.372 0.024 0044 41.140 0.1]5 -0.263 0.155 0057 23-2 7 00]2 8.179 61.110 0.756 0.084 0.602 0092 -0327 0.036 4.564 34.100 0423 0.047 0.336 0052 23.2 8 0.087 12450 36.320 0.953 -0.342 0731 0.07S -0.305 0.045 6.9M 20.270 0.532 -0.191 0.410 0.042 23-2 9 0.120 22.580 -1.13] 1.257 0.094 0.846 0050 -0.265 0.063 12.600 -0.636 0.702 0.053 0.472 0028 23.2 10 0.138 29380 -59410 1.405 -0.258 0.787 0.024 -0248 0.073 16.390 -33.150 0.784 40.147 0439 0.013 232 11 O.1T/ 500070 -145.200 2.020 0089 0.118 0.005 -0.219 0.095 27.940 -81.030 1.127 0.050 0.065 0003 Design Strip Force M101 Vail's Front Door Mid Level M.M I. P. M-M MSSM MOZM Max M MUM M-M "M MInMLP. MinM MinM MinM MinM MinM MinM MinM ID 5ac6m Sher AAW VerBCel B ng Torsion Dphn Twist(ltlp- DefWtion Stwr A>osl BsnMng Torsion Dphm. Twist(Itl W-Son (KI s) (Kips) (KIPS) ft) (l "ft) B"i ft) (inches) (Kips) (Kip.) (Ki s (4 41) 0d I Bend 8) (inches) 23-3 1 -0.208 0.231 -28.860 -85.360 -0.%7 -0.030 0.12] 0.004 -0365 0,118 -51.690 -153,000 -1.73 4 -0.052 0.227 077 23-3 2 -0.1% 0259 -16.530 -31.790 -0.573 0,133 -0.255 0018 -0.334 0.467 .29.620 -56.980 -1.026 0,234 -0.457 0.033 23-3 3 -0.325 0.093 -22.540 6.315 -0.851 -0.055 -0.507 0.06] -0.185 0.2]4 42.580 1524 -0.475 -0.032 -0.283 0.037 23-3 4 -0.320 0.553 -12.070 46.860 -0488 0.218 -0.355 0098 -0.183 0.307 -6.737 26.150 -0.2]3 0124 -0.199 0.055 233 5 -0.323 0.584 -].680 72.520 -0.286 -06057 -0.207 0.120 -0.186 0325 -4.274 40.470 -0.149 -0.030 -0.118 0.%7 233 6 -0.331 0.616 -34444 84.270 -0.035 -0.339 4043 0.130 -0.190 0.343 -1.922 47.020 -0020 -0,024 0.0]3 23.3 7 -0.356 0.675 6.923 79380 0.367 -0.047 0.225 0.124 -06205 0.376 2747 44.290 0.199 -0.028 0.126 0.%9 233 B -0.3]3 0.702 9.316 80.570 0.4]1 -0.359 0.281 0.108 -0215 0.391 5.198 33.800 0.283 -0.2(18 0.157 0059 23.3 9 -0413 06746 19.620 26,210 OA4 -0016 0.128 0.076 -0.239 0.415 10.950 14.630 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-1.344 0.018 -1133 24-6 6 0.004 0.064 -1.363 -0.501 .2.938 0.099 -1.291 0000 0.009 0.09] -2421 -0.888 -5.117 0.174 -2.249 0.000 0.003 25-1 1 0.003 0.000 -192] 1.743 9.577 0021 10.930 0.000 0.008 -0.001 -3453 3.124 17.170 0.037 19.580 0000 0.003 25-1 2 -1.234 .0 08 .6 ].962 -2.762 36.620 -0.564 24.380 0.000 -0695 0.04] 4442 -1,531 20430 -0.316 13.600 0.000 -1.234 251 3 -1.187 0.088 16410 -12.180 38.560 -0.240 246520 -0.001 -0669 0.03] 9.155 -6.7% 21.520 -0.135 13.660 0.000 .1 187 25-1 4 -1.187 0.060 23.]50 -46.060 43.260 -0.601 23.030 -0.002 50.668 0.033 13.250 -25.]00 240140 -0.451 12.850 -0.001 -1.18] 251 5 -1.152 0.047 43.360 -98790 59.230 0.446 16.370 -0.001 -0648 00024 24.180 33.050 0.249 8.5]8 -0.001 -1.152 262 1 -0.638 0.133 -34.020 -80.930 -22.520 4)A45 7.360 0.006 -1.134 0.240 .60.9]0 -145000 -40.350 -0.2% 13.190 0.011 -1.134 25-2 2 -0.612 0.130 -20.530 -17.350 -9444 0423 1.926 0.025 -1.089 0.237 36 -.800 31090 -16920 0.755 3453 0.045 -1.089 252 3 -0.699 0.130 -15.280 23.410 -5737 -0.036 1.101 0.046 -1.086 0.238 27.360 414950 -10.260 -0,058 1.975 0082 -1066 252 4 -0.574 0.134 -6838 46.340 -1.090 0483 1.234 0.063 -1.022 0.247 -12.250 83.050 .1.951 0.863 2.213 0.112 -1.022 25-2 5 -0.582 0.139 -3.194 58.190 0.733 0.046 1792 0.072 -1.000 0.256 -5.724 106.300 1.315 O.OB3 3.213 0.129 -1.000 252 6 -0.978 0,266 0,528 107.100 6.519 -0.663 4.540 0.134 -0.550 0.194 0.295 59.760 2.521 -0.375 2.533 0.075 -0978 25.2 7 -0937 0.292 13.160 90.350 11.4]0 0.185 7.660 0.123 -0.527 0.158 7.363 50.410 6.397 0.102 4268 0.069 -0.937 25.2 8 -0918 0.306 20.060 53.430 15.5'50 -0.521 9.159 0.101 -0.516 0.165 - 11.180 29.810 8.6]7 -0.296 5.110 00% 50.918 25.2 9 -0.882 0.335 36.720 .1.347 26.860 0.280 11.050 0069 -0497 0.181 20.490 -0.]51 14960 0.155 6.167 0.039 -0.882 212 10 -0.867 0.350 47.S70 -94.400 35.820 -0.380 10.590 0.034 -0489 0.189 26.550 -52.670 19.980 -0.217 5.909 0.019 -0.867 25-2 11 -0,845 0.382 77.220 -231.000 67,980 0.390 0.]97 0.00] -04]7 0.207 43.090 -128.900 3].920 0.218 0.5 0.000 -0.865 25.3 1 -0.471 0.330 '3.960 -134.000 -38.510 -0049 -0.021 0005 -0.834 0.599 -78.780 -240200 -69.010 -0086 -0.03] 0.009 -0634 25-3 2 -0.163 0.352 26400 -50370 -19.350 0.385 -5.588 0.025 .0.819 0.639 -47.320 -90280 -34.680 0.683 -10.010 0.065 -0.819 25-3 3 -0.162 0.364 -20.110 4.9]3 -16.1/0 0.001 -5.710 0.050 -0.816 0.680 -36.000 6913 -25.340 OOOS -10.230 0.089 -0.818 253 4 -0.464 0.391 -10.550 37.230 -7497 0.419 -4189 0.072 -0818 0.]08 -18.900 66.730 -13.440 0,740 -7.510 0.129 -0,818 253 5 -0467 0405 -6603 57.%0 -4.959 0.025 -3.040 0.087 -0823 0.734 -11830 103.900 -8.889 0.047 -5450 0.155 -0.823 253 6 •0.472 0420 -2.912 W69W -2.600 -0374 -1.788 0.093 -0839 0.761 -5.220 120.000 .4.662 -0.656 -3206 0.167 -0830 253 7 -0.852 0814 ] 756 112.500 3 614 0 074 1.344 0.160 4485 0.451 4.329 62.750 .018 0 041 0 751 0.089 -0852 25.3 8 -0868 0.840 14.640 84.800 8.029 -0.661 3427 0.137 -0493 0.465 8.1]0 47.320 4461 .0.3T 1.913 0.076 -0.866 25.3 9 -0.902 0.886 30.950 35.730 19.380 0.115 6.350 0.099 -0.514 0.691 1].2]0 19.930 10,810 0. 3.504 0055 -0.902 253 10 -0926 0.90] 41430 -51.240 28.130 -0.655 6406 0.053 -0.526 0.'503 23.120 -28.590 15.700 -0.373 3.575 0,030 -0. 924 253 11 -0.976 0.946 69.600 -185.900 58.560 0.195 -1.474 0.012 -0.556 0.525 38.860 -103.700 32.670 0.112 -0822 0.007 -0.976 25.6 1 -0.568 0.650 -29.260 -76.000 -25800 50.271 -0033 0.000 -0.998 1.168 -52630 -137.600 -46.240 -0481 -0059 0.000 -0.998 25-d 2 -0.594 0.666 -1].230 -21.300 -13.690 -0.357 .3.510 0.003 -1.043 1.1% -30.880 -38.163 -24.513 -0.632 -6.290 0.005 -1.063 25-4 3 -0.623 0.679 -8.068 3.817 -6.742 -0454 3.106 0.006 -1.094 1.220 -14460 6.835 -12080 -0.805 -5.568 0.011 -1.096 25.4 6 -1.179 1.258 6.536 14.610 1499 0.554 -2.663 0.013 -0.671 0]00 3.646 8.158 0838 0.320 -1484 000] -1.179 254 5 -1.241 1.284 21.960 -11.710 12.390 0.405 -3.012 0.008 -0.706 0.714 12260 -6 .531 6.914 0.236 -1.6n 0. -1.241 25-4 6 -1.303 1.319 41.090 -8].890 30.170 0,227 -6.163 0.001 -0.]44 0.734 22.930 -49.040 16.840 0.136 -3430 0.001 -1.303 25-5 1 -0762 0.867 -30.360 -57.600 29.180 50633 '.901 0.004 -1.340 1.554 -54420 -102900 -52280 -0.775 -6795 0007 -1.340 25-5 2 -0.839 1.019 -15420 11540 -25000 -0.189 -6.637 0.021 -1.479 1.824 -2]630 24.270 -44.830 -0.345 -11.900 0.038 -1.4]9 25.5 3 -0.866 1.014 -5.832 42710 -11.150 4M -7.856 0.033 -1.522 1.818 -10450 ]6.550 -19.990 -0328 -14.080 0059 -1.522 25-5 4 -1.587 2.0]5 0.995 84.510 -16.800 -1.511 -13.]20 0.058 -0.902 1.158 0.555 47.150 -9.266 -0846 -7.658 0.032 -1.58] 25.5 5 -1.612 2.704 16800 48.560 -12.210 -1.41] -14.000 0.035 -0,917 1.509 9.374 27.030 -6.827 -0.7]7 -7.824 0.019 -1.612 25-5 8 -1.550 2.935 22950 -27070 -9631 -0.928 -13.940 0.000 -0.883 1.637 12.800 -15.100 -5.392 -2768 -7.788 0.000 -1.550 261 1 -0389 -0.093 -1.267 -8A13 -17.350 0.634 2.060 0.000 -0693 -0.166 -2.270 -15080 -31090 1.128 3730 0.000 .0 .389 261 2 -0,913 0016 -7.903 2.429 -2.297 -0.368 -0.975 0.014 -1.627 0029 -14.160 4.354 -4.111 -0655 -1745 0.025 -1.627 261 3 -0.902 0.050 -4.874 3.976 -2.058 -0093 -0.860 0.028 -1.611 0.091 -8.735 7.130 -3683 -0.165 -1.539 0050 -1.611 261 4 -0.879 -0012 '.353 1.845 -8.818 -0.001 -1.871 0.042 -1.571 -0.017 -7802 3312 -15.800 -0.002 -3.362 0.076 -0.879 -0.861 0.111 3.849 0.530 -0.856 0.314 -0.418 0056 .1.541 0.205 -6898 0.956 -1.533 0.569 -0.750 0.101 -1.541 -0.848 0.135 .4.]18 6.069 -0.191 -0.057 0085 0.070 -1.520 0.250 -8456 10.860 -0343 -0093 0.150 0.126 -1.520 -0.823 0.176 -5.912 20.480 0.807 0.679 0.548 0.067 -1.477 0330 -10.590 36.710 1401 1231 0.977 0.156 -1.477 -0.811 0.199 -5.630 37.120 0.869 0.054 0.565 0.102 -1466 0.370 -9.910 66.520 1.552 0.111 I.OOB 0.182 -1.455 -0.78] 0.242 -3039 53.390 0.214 0.757 0.189 0.1 td -1.411 0448 -5447 95.680 0.381 1373 0.335 0.204 -1.411 -0.776 0.262 -1.2S6 60.270 -0366 0.158 -0.140 0.122 -1,390 048] -2.252 1OB.OW -0.657 -0.253 0.218 -1390 K -1.369 0.524 1.210 10706WW DO -1.842 -0736 -0.919 0.224 -0765 0.283 0.6]6 60.060 -1.029 -0.513 0.125 -1.369 2 7 -1.329 0.598 7.895 86.560 -4.239 0.464 744 0.323 6.406 68.300 -2370 -1.236 0.124 -1.329 -1.310 0.636 10.560 S6.OB0 -5.212 -0735 0.344 5.895 31 -2.916 M -1.500 0.120 1.310 .1.277 0707 12820 1 0.591 -0718 0385 7.1 773 3278 O -1 .572 0.114 -1.277 -1262 7 14 0711 0405 .6 -1.274 0.109 -1.262 -1.238 0.812 3.020 -70.920 -0.952 0.685 0.090 0.192 -0699 0.444 1685 -39.580 -0.534 0.048 0.107 -1.238 Design Slap F- t4 At Vail's Frmt Dwt Mid L-I Max P M. p Max P M- P M- P Max p Max P Min P I.P. Min P Min P Mn, P Min P Mln p Min P P Mn, ID Sec9m Anal Vx1icN Bending Torsion Dphm. Tv4st(kip DHlectbn Sher A" Vedw Bantling T-- Dphm. Twlst(lap Da11a08m (0 s) ("n"' Own) (k k) Benin k (Inches) (Kips) (Ki s (Kips "'Pk) (W k) Bend tt (inches) 233 1 0418 -51.690 -153.000 -1.734 -0.052 0.22] 0.007 -0.208 0.231 -28.640 -85.360 -0%7 -0030 0.127 0.004 23-3 2 0467 -29.620 -56.990 -1.026 0.234 -045] 0.033 -0.190 0159 -16.530 -31 ]90 -0.573 0.133 -0.255 0.018 233 3 0.493 -22.540 6.315 -0851 -0.055 -0507 0.057 -0.105 0.274 -12.580 3524 -0.475 -0.032 -0.283 0.037 23-3 4 0.553 .12.070 46.860 -0.688 0.218 -0355 0.0% -0.183 0.307 -6.737 26.150 -0.273 0124 -0.199 0.055 233 5 0.584 -7.660 ]2.520 -0.286 -0.057 -0.207 0.120 -0.186 0.325 -4.274 40.470 -0.149 -0.034 -0.116 077 233 6 0,615 -3.444 84.270 -0.035 -0.339 -0.043 0.130 -0.1% 0.343 -1.922 47.020 -0.020 -0.196 -0.024 0.0]3 23-3 7 0.675 4.923 79.360 0.357 -0.047 0.225 0.124 -0.205 0.376 2.747 44.2% 0.199 -0.028 0.128 0.069 233 8 0.702 9.316 60.570 0.471 -0.359 0.281 0.106 -0.215 0391 5.198 33.800 04263 -0.209 0.157 0.059 23.3 9 0.746 19.620 26.210 0.477 -0.016 0.128 0.078 -0.239 0.415 10.950 14,630 0.266 -0.010 0.072 0043 233 10 0.762 266480 -30.330 0.430 -0.375 -0.114 04041 -0.253 0.424 14.760 -16.930 0.240 -0219 -0.064 0.023 233 11 0.787 466720 -120200 0.684 0.040 -1.093 0.009 -0.282 0.438 26.070 -67.050 0.382 0021 -0.610 0005 234 1 1.021 -33.210 -60.600 -2.326 -0.185 -1.052 -0.001 -0.294 0.569 -18.530 -44.980 -1.296 -0.109 -0.587 -0001 231 2 1.019 -16.260 -22.340 -1.247 4)61]4 -1.847 0001 -0314 0.567 -10.180 .12.470 -0.6% -0.104 -1.031 0.000 23-4 3 1.038 4.365 3495 -0.995 41280 -1.609 0004 -0343 0.577 -4.870 1.%7 -0.555 -0.165 -0.8% 0.002 234. 4 1.143 1.939 9121 -4.794 OA 23 23 1.076 0.008 -0 375 0.635 1079 5437 -2.674 0.067 0.600 0.003 234 5 1.133 11810 -3.950 -3.942 0.211 2.249 0004 -0.386 0.629 6.504 -2.183 -2.198 0114 1.255 0.002 23-4 6 1.182 25.570 -49260 -2.532 0.047 1.973 0.001 -0419 0.654 146260 -27.450 -1.410 0.023 1.102 0.000 235 1 1.322 -35.150 -654% 7.5]5 0.167 4.505 0.005 -0.435 0.730 -19.590 -36480 4228 0.095 2.514 0.003 23.5 2 1.564 -17.300 18.920 -1661 0.299 4.012 0.030 -0.479 0.874 -9.6% 10.580 -2.039 0.170 2.240 0.016 23.5 3 1.612 -5.161 51.730 0.886 0.315 -0.158 0.045 -0.518 0.883 -2.873 28.830 0.3% 0.184 -0085 0.025 23-5 4 1901 2.619 54.580 4775 -0.434 -1.531 0044 -0.560 1.038 1.485 30.360 -0.422 -0.246 -0.852 0024 235 S 2.665 14.290 21290 0.292 -4.290 0024 -0626 1450 8.018 12.780 0.164 0.013 235 6 3.172 -0002 0.039 1.]27 -3.954 -20430 -3169 -0.322 -1.90] -0.001 24-1 1 0.00] -1.375 -7.136 1.574 -2.931 0.000 -0.5]4 0.003 -0768 -3%2 -2.931 0.890 835 0.000 24.1 2 0.007 -1.375 - A% 4 -0.403 -2.231 0.004 -0.574 0003 -0.768 -2487 -2.931 -0.228 -1.245 0002 24-1 3 0.018 2.301 -12.300 4 1 -0.113 -2.454 0.009 -0.564 0009 1.329 -3.913 -0.064 -1369 0005 24-1 4 0.026 3.264 -23.870 -0.844 -1.577 0.015 -0.556 0.014 1 -2.]41 -0.365 -0.880 0.009 24-1 5 0042 0.124 -38890 0.321 0.881 0025 -0533 0.022 0.069 -21.700 -0.4]1 0.181 Od81 0014 24-2 1 0.0`50 -24 -36.300 2.837 -0.099 2.7]1 0.038 -0620 0.026 -2.469 -20.250 1.583 0.021 24.2 2 0.069 -10.3]0 -7.145 3 0.652 5462 0057 -0.4% 0.036 4353 0368 3.048 0032 24-2 3 0.060 -10.120 24.800 2 -0020 5.471 0.079 -0 .474 0.042 -5.64] 13.640 4.325 -0.012 3052 m 0044 24-2 4 0.101 4.605 56.200 4.653 0655 3.489 0.097 -0.442 0053 -3.239 31.380 2.5% 0.369 1.94] 0.054 24-2 5 0.112 -2.681 70220 2.358 OOd6 1.915 0.108 -0426 0.059 -14% 39.160 1.318 0.026 1.068 0.060 24-2 6 0.123 0.6% 72.480 -0.164 .0516 0.153 0.110 -0410 0.066 0.3% 40410 4091 -0292 09085 0.061 24-2 7 09153 7.469 58.490 -5474 0.096 -3.499 06102 4360 09082 4.168 32.640 -3.054 0054 -1.952 0.057 24-2 8 0.171 10.470 32.850 -8.019 -0412 -5.136 0.0% -0.366 0.092 5843 189330 -4.474 -0233 -2.%7 0.018 24-2 9 0.218 14.160 -10.840 -119530 0.128 -].018 0088 -0.341 0.118 ].902 5.935 -6.431 0.072 -1915 0037 24-2 10 0.247 11720 -53.050 -11.330 -0.332 -665% 0049 -0.329 0.134 7.655 -29.600 -6.324 -0.189 -3.682 0026 24-2 11 0.310 4.209 -91 700 -1314 0.146 -1.678 0.041 -0.310 0.170 2.349 -51.1]0 -1.849 0.081 -0.936 0.023 24.3 1 0.3N -4.459 -91.940 3.788 -0.032 2.176 O.O4 4303 0.186 -2.488 -51.300 2.114 -0.019 1.214 0024 243 2 0.418 -14.540 .49.590 12.000 0.416 7.252 0059 -0.291 0.230 -8.113 -2].6]0 6.693 0.235 4048 0.033 24-3 3 0456 -14.780 -2.382 11.00 -09023 7.504 0.084 -0.288 0.251 -8247 -1329 6.631 -0.014 4.187 0047 24.3 4 0.526 -10.400 41.720 7.727 0.415 5.176 0.110 -0.286 0.291 -5.802 24950 4311 0.235 29886 0.061 24-3 5 0.559 -7.037 71.500 4909 -0.013 3,321 0.130 -0.288 0.309 -3.927 399900 2739 -0009 1.853 0.072 24-3 6 09591 -1366 84.680 1.979 -0447 1.302 0.139 -0.291 0.327 -1.878 47.240 1.104 -0256 0.726 0.078 24-3 7 0.655 4.106 79.340 -3.826 0.000 -2.762 0.134 -0.302 0.363 2.291 44.270 -29135 -0.001 -1.541 0.075 243 8 O.6BB ].531 80.340 -66547 -0459 -4601 09118 -0.310 0.382 4.203 33.670 -3.653 -0.26J. -2.587 0066 243 9 0.758 12280 21.630 -10.610 0.022 -7.069 0.092 4329 0.420 69855 12.070 -5921 0012 -3.944 0.051 24.3 10 0.]95 12490 -18.390 -10.%0 -0.478 -7121 0.063 -0.340 0.442 6.971 -10.260 -6.114 -0.274 -3.974 0.035 24-3 11 0.873 4.9% -54.110 -5.004 0.054 -3.672 0039 .0.365 0485 2788 -30.190 -2193 0031 -2.050 0022 244 1 0.906 -0.577 -56.530 -0.527 -09243 -1.299 O.d25 -0.376 04503 -0.323 -31.540 -0.296 -0.139 -0.726 0.014 24-4 2 0.986 -5.468 -31400 3.900 -0.356 1.414 0014 -0.3% 0.536 -3.052 -19.190 2.174 -0.203: 0788 0008 24.4 3 1.028 -4.587 -11.030 3241 -0.480 1472 0.011 -0.422 0.571 -2561 -6.150 1.806 -0274 0.820 0.005 24-4 4 1.117 0.143 -3.478 -0.9% 0.450 -0.514 0.012 -0.459 0.620 0.079 -1930 -0.552 0.260 -0.287 0.007 24.4 5 1.178 1.720 -12600 -2.005 0.358 -0663 0016 -0.484 0.853 0.959 -7129 -1.119 0207 . -0480 0.009 24-4 6 1.233 -1.266 -23.600 0.8% 0.248 0.787 09022 -0.510 0683 -0705 -13.150 0.507 0.146 Odds 0012 24.5 1 1.25] -4.678 -18.800 3.801 -0.258 2.182 0.029 -0.523 0.6% -2.608 -10470 2021 -0.143 1.22] 0016 24.5 2 1.292 -86% 161,00 7.272 -0.738 4.135 0.045 -0.55011 0.715 -44825 8.816 4.080 2323 0.025 24-5 3 1.238 -4.081 52.100 4.830 0.254 2.619 0056 -0.588 0.885 -2.271 29.040 2.720 1.47] 0.031 24-5 4 1.054 1.656 59.380 .758 1 -O.J16 0.416 0.053 -0.610 0.582 0.928 33.080 0.998 0.239 0.029 24-5 10.380 103 0.694 -235] 0033 -0614 0.210 .84 . -1.099 J -1.344 0016 24-5 -0.888 -5.117 0.174 -2.249 0.000 0. 0054 -1.363 0.50 -2.938 -1.291 0.000 25.1 927 1.743 9.571 0.021 10930 3.124 1].1]0 OW7 19.580 0.000 Design Strip F- Mill, Veil's Front 0- Mid L.W ID 26-3 263 263 263 26-3 263 263 S.U. 1 2 3 4 5 6 7 M.M I.P. mmm MUM Shaer Anal Verb a (10 (Kips) (10s) -0.695 OA64 -1.824 -0.689 0.604 4.858 -1212 0951 -130370 -1.213 1.018 -10.300 -1218 1,050 -7.135 -10224 1080 -3.43] -1.244 1.139 4279 MUM Baking (h' M) -39.530 -17.780 144550 69.910 100.800 1166800 111.500 74mM Torsion (d M) 1.142 3.668 7.086 5.066 3.154 0.%7 4486 MmM Dphm. B-:in 0.160 0.772 0.334 1.395 0.368 -0.686 0.372 MuM Twist(Idp- ft) 0.928 2.247 4.296 3.117 1.946 0.582 -2.205 M m M4 Ml. p. Da11 I. S1- (inches) (10p,) 0.109 -1.229 0.115 -1.215 0.223 -0.888 0.241 0.689 0.254 -0.692 0.259 -0.698 0.253 -0108 Mi M A" (Kip,) 0.846 0.916 04524 0.563 0.581 0.599 0.633 Minh Ver84al (Kip.) -3.268 -12.290 -7.463 -5.747 -30982 -1.918 2.387 MinM Bandng (ki M) -]0.830 -31,820 8.116 39.010 566220 65,170 620230 Minh T.w. (kipft) 2.048 8.56] 1946 2.831 10764 0.543 -10943 Minh Dphm. Sandi 0.293 1.369 0.186 0.790 0202 -0.391 0.211 MinM MinM Twin[ (kip- Deflectlon M 1664 0.195 4.024 0.208 21399 0.124 1.]41 0.134 1.08] 0.142 0.327 0.145 -1.229 0.141 263 8 -1.257 1.168 ].683 89.930 -5.397 -0107 -3.361 0.239 -06716 0.649 4.286 %.180 -3,010 -0402 -1.888 0.133 263 9 -1.289 1.224 11.790 44.990 -7.509 0.378 -4.646 0.217 -0134 0.682 6.680 25.100 -4.189 0.217 -2,592 0.121 263 10 -1.308 1252 11.640 4.014 -].207 -0.745 -4.495 0,192 -0.705 0697 6.49] 2.240 -4.021 -0.423 -2.506 0.107 26-3 11 -0.788 0.726 3282 .18.770 -1.9% 0.223 -1.460 0.095 -1.350 1.301 5.847 -33.630 -3.578 0.388 -2.617 0.169 264 1 -0.780 0.737 1.131 -23.000 -0.7]0 -0141 -00815 0.086 -1.369 1.320 2.028 -41.220 -1.380 -0251 -1.461 0.155 264 2 -0.800 0.755 -1.458 -16.600 0.819 -0.278 O.O% 0,078 -1.405 1.353 -2.613 -29.760 1.468 -0.493 0.173 0.139 264 3 -0.821 04772 -1.918 -5.411 1.288 -0420 OA67 0.073 -1.443 1.382 -3.436 -9100 2.270 -0.742 0.836 0.131 264 4 -1.499 1413 -1.249 2.876 1.338 1.013 0.679 0.127 .4.853 0.789 .0.69] 1.607 0.748 0.579 0.379 0.071 264 5 -1,535 1.417 -0.763 2.592 1.291 0.812 0.743 0.126 -0.873 0.791 -0.426 1.448 0.721 0.464 0.415 04070 264 6 -1.5% 1.3% -2.817 4.702 2.525 0.611 1.331 0.127 -0.891 0.781 -1.572 2.628 1.409 0.349 0.743 0.071 265 1 -1.580 1.3T 4.550 14.310 3.3% -0.270 1.747 0.128 -0.893 O.M -2.539 7.987 1.647 -0.153 0.976 0072 265 2 -1.614 1,238 .5.559 58.450 4.897 1.361 2.521 0.130 -0.919 0.692 -3.102 32.610 2.734 0.T 4 1.406 0.072 265 3 -1.629 10053 -04953 %0460 4,410 0.544 2208 0.121 -0.928 0.589 -0.532 SOA80 2,462 0.309 1.233 0.058 265 d -1.841 0.]63 6265 95.010 3.333 -0.308 1.540 0.097 -0.934 0.42] 34% 53.020 1660 -0.177 0.859 0.054 26-5 5 -1669 0.200 19.400 68.510 2.397 1,214 0.793 0,055 -0.951 0.112 10.820 386230 1.337 0.691 0441 0.031 265 6 -0.005 -0001 -2202 -1.550 .0.010 0.000 0.511 0.000 -0.0% -0.002 -3.945 -2.7P -0.014 -0001 0.91] 0000 27.1 1 -1.956 0.184 10.760 17.640 -5.743 2.967 -8.053 0.000 -1.091 0.101 6007 9.954 -3.208 1.651 -30378 0.000 27-1 2 -1.091 0.101 600] -1.]51 -3.202 .0.476 -3.993 0.000 -1.958 0.184 10,760 -36122 -5.732 -0.848 -7.156 0.000 27.1 3 -1057 0.119 11.520 4.522 -3.P2 -06216 -3.540 0.000 -1.910 0,221 20.650 -15240 -6.]61 -0.372 -6.350 0.000 27-1 4 -1.058 0.131 16.370 -31.760 -3.429 -0.770 -3.745 -0001 -1.915 0.248 29.330 -569880 46.156 -1.366 -6724 -0.002 27-1 5 .046 0.164 28.110 -67.410 -3.050 0.292 .3.671 -0001 -1.%5 0.319 '.4.380 1 20.600 -5.493 0.561 -6.600 27-2 1 006 0.274 -36.50 -95.710 -8.168 -0.150 -4.314 0007 -1.905 0.519 -88.990 -1]1.500 -11,100 -0.216 -7.760 0.012 27-2 2 .043 0338 -24.35 -20.8% -5.132 0.638 -3.770 0.028 -1.894 0.612 -43.630 -3]420 -9.250 1.581 -6.7% 0050 27.2 3 ,882 0.710 .32.800 50.6'.4 -8.019 0.212 -6.%9 0.090 -1.039 0.374 -18.310 28.260 -4446 0.085 -3.384 0.050 27.2 4 .837 0.850 -14.450 100.700 4.782 1.968 -3.718 0.122 1.020 0.451 -8.067 56.210 -2.645 1.0]8 -2.056 0068 27-2 5 805 0.918 -6.319 125.700 -2.822 0.650 -2.202 0.141 -1.006 0.4% -3.527 ]0.170 -1.555 0.339 -1.214 0.079 27.2 6 769 0.982 1.5% 127.900 -0.729 -0.642 -0,565 0.145 0.%9 0.527 0,855 71390 -0.393 -0.379 -0.304 0.%2 27.2 7 689 1.095 17.540 107.2110 3.443 0.972 2.699 0.134 -0.950 0.592 9.789 59.860 1.924 0.532 1.509 0.075 27.2 8 849 1.143 26.310 59.9% 5.316 -0.275 4.139 0.111 -0941 0.620 14.660 33.490 2.964 -0.167 2.309 0.062 2]-2 9 891 0.667 26.370 -4,948 4.611 0.651 3.482 0.042 -1.573 1.220 47.250 .880 8.2% 1.184 6.252 0.0]6 27-2 10 874 1 0.6% 33.670 71.170 5.201 -0.023 3.799 0.021 1.500 1.251 60.330 -127.500 9.351 -0029 6.824 0.038 27-2 11 845 0.718 51.880 -165.600 009 0.721 4.1% 0.004 -1.485 1.303 92950 10.810 1.273 7.382 0.008 27-3 1 832 0.823 -WAGO -174.000 2,815 0466 3.374 0.006 -1.459 1.485 -95.850 5.051 0.805 6063 0.012 2.3 2 12 0.807 -33.970 46.550 2.727 1.179 2.8% 0.030 -1422 1.523 -60.870 -119.200 4.902 2068 52% 0.054 273 3 408 1.537 -46950 10.950 .403 0.857 4.488 0.107 0.805 0.856 6.102 2447 0.489 2494 0.060 27.3 387 1.560 -24,880 8]390 3.072 2065 3.064 0.153 -0.793 0.871 -13.770 48.760 1.704 1.180 1701 0.085 27-3 5 379 1.568 -15.290 135.500 2.392 0.873 2.412 0.183 -0.768 0.876 -8.530 ]5.600 1.325 0.499 1.337 0.102 27.3 6 373 1,574 -64]9 155.700 -0307 1.824 0.197 -0.]85 0,880 -3.6] %,850 0.9]6 0.110 27-3 7 367 1.578 10.810 144.700 0.851 O.BT7 0.188 -0]81 0.884 6.032 80.720 0.410 0.487 0482 0.105 27.3 8 388 1.576 19.960 107.000 0.370 -0.341 0.524 0.161 -0 781 0.881 11.140 59.700 0199 -0193 0 2% 0 090 27-3 9 ]6 1.582 41.200 40.930 .163 0.800 0.044 0.116 -0,785 0.875 0 -0092 0458 0.019 0.065 27-3 10 90 -0vM 0.870 470 30.250 -41.620 -0.1% -0.233 57 0.035 .1.385 1.552 54.220 -]4.590 -0.322 -0.412 -0.094 0.063 27-3 11 -0.803 0,8$7 48.060 -137,100 -0.312 0421 -0.148 0.006 -1.409 1.528 86.140 - 246.900 -0.550 0.736 -0.257 0.014 27-4 1 -0.807 0.948 -36.770 -12],100 -0.0 1 0031 -0.083 0.000 -1.418 1.669 -65.8% - 191,900 -0.009 0.051 -0.143 0.000 2]-4 2 -0.823 0.936 -22.810 32.810 7 0.128 -0.100 0.004 -1.947 1.670 -40.880 -58.810 -0.0]9 -0.226 -0.174 0 27-4 3 -1.480 1 650 -19.940 4.8% -0. -0.519 -0.137 0.017 -0.842 0.925 -11.130 2.]28 -0.056 -0.293 -00]8 0.003 27-4 d -1.536 1.631 7.755 15.890 -0.115 1.214 -0.102 0.019 -0.873 0.914 4.32] 8.869 -0.085 1 0 -0.058 0.010 27-4 5 -0896 6 0.916 15,180 -11.050 -0094 0.546 -0.055 000] -i.6T/ 1.635 279200 -19.810 -0.167 0.959 -0098 0012 Design Ship Faces w►i13 Vail', Frmt Door Mid L" ID SecBOn M V LP. 8, ( a) M.V AXW (Ki a M4a V V.NIM (K s) M. v Ba ilg i ft Max V Torsion Ni f) OPnm. M- V Benda M. V Msx V Min V I.P. Twist("" DHk060n SMr f) ( Ms) (Kips) Min V Anal (Kips) Min V VsrBW (K a Min V B"N (W 8) Min V Toraim (Y' f Mln V Min V Min V Mar P I.P. DPMn. Twist(Mp DaMOtbn Slwar Bm f) Onctlss) (10 s) 2&3 1 -0.695 0.464 -1.824 -39.530 1.142 0.160 0.928 0.109 -1.229 0.846 -3288 -70.830 2.048 0.293 1.664 0.195 -1.229 2&3 2 4689 0.504 -6.856 -17.760 3.688 0.772 2,247 0.115 -1.215 0.916 -12.2% -31.820 6.567 1.369 4.024 0.206 -1.215 2&3 3 -0.686 0.524 -7.483 8.116 3.946 0.1% 2.3% 0,124 -1.212 0.951 -13.370 14.550 7.086 0.334 4.2% 0.223 -1.212 263 4 -0.689 0.583 -56747 39.010 2.831 0.790 1.741 0.134 -1.213 1.018 -10.300 69.910 5066 1.395 3.117 0.241 -1.213 26-3 5 -0.692 00581 -3.%2 56.220 1.784 0.202 1.087 0.142 -1.218 1.050 -7.135 100.800 3.154 0.358 1.946 0,254 -1.216 2&3 6 -0.6% 0.599 -1.918 85.170 0.643 -0.391 0,327 O.145 -1.224 1.080 -3.437 116.600 0%7 -0.686 0.582 0.259 -1.224 263 7 -1.244 1,139 4.279 111.500 -04% 00372 -2.205 0.253 -0.708 0.633 2.38] 62.230 -1.943 00211 -1.229 0.141 -1.244 263 8 -1.257 1.168 7.683 88.930 -5.397 -0.707 -3.381 0.239 -0.716 0.649 42% 50.180 -3.010 -0402 -1.886 0.133 -1.257 263 9 -1189 1224 11190 44.930 -7.509 0.378 -4.646 0.217 -0.734 06682 6.580 25.100 -4,189 0217 -2.592 0.121 -1.289 26-3 10 -1.308 16252 11.640 40014 -7.20] -00345 -4.495 0.192 -0.745 0.697 6.497 2.240 -4.021 -0.423 -2.508 0.107 -1.3% 26-3 11 -1,350 1.301 5.847 -03.630 -3.578 0.388 -2.617 0.169 -0.768 0,726 3.262 -18.770 -1.998 0.223 -1.460 0095 -1.350 264 1 -1.369 1.320 2.028 -11.220 -1.360 -0251 -1461 0.156 -0.780 0.737 1.131 -23.000 -0.]70 -0.141 -0.815 0.0% 264 2 -0.800 0.755 -1458 -16.600 0.819 4278 0.0% 00078 -1.405 10353 -2.613 -29.760 1468 -0493 0.173 0.139 -1A05 26-4 3 4.821 00772 -10918 -5411 1.288 -0.420 0.467 0.073 -1.443 1.382 -3.436 -9.700 2.270 -0.742 0.838 0.131 -1443 264 d -0.853 O.7B9 0.697 1.607 0.748 0.579 06379 0.071 -1,499 1413 .1,249 2.876 16338 1013 00679 0.127 -1499 264 5 -OA73 0.791 -0.426 19448 0321 0.450 00415 00070 -1.535 10417 -0763 2.S92 1.291 00812 00743 0.126 -1.535 26-4 6 -0.891 0.781 1.572 2.626 1.409 0.349 0,743 0.071 -1.566 1.30 -2.817 4.702 2.525 0.611 1.331 0.127 -1.566 26-5 1 -0.8% 0.7]0 -2.539 7.987 1.847 -0.153 0.976 0072 -1.580 1.377 -4.550 146310 3.306 -0.270 1.747 0.129 -1.580 265 2 -0.919 0.692 -3.102 32.610 2.734 0.774 1AM 0.072 -19616 1.238 -5.659 68.450 4.897 1.361 2621 0.130 -1.614 2&5 3 -0.926 0.589 0.532 50.480 2.462 0.309 1.233 0.068 -1.629 1.053 -0.953 90460 6010 0.544 2208 0.121 -1.629 26-5 d -1641 0363 6.265 95.010 3.333 A.30B 1.540 0.097 -0.934 0.427 3A22 53.020 NO -0.1T 0.859 0054 -1.641 26-5 5 -10669 09200 19.400 66.510 2.397 1.214 0.793 0.055 .0.951 0.112 10.620 38.230 1.33] 0.691 0.441 0.031 -1.669 2&5 6 -0.005 -0.001 -2202 -1.550 -0.010 0.000 0.511 0.000 4008 -00002 3,945 -2.777 -09014 -0.001 0917 0.000 -0.005 27-1 1 -1.958 0.184 10760 17840 -6.743 2.957 -6.053 0.000 -1.091 0.101 69007 9.954 -3208 1651 -3.378 0.000 -1.958 27-1 2 -1.958 OAM 106760 3.122 -5.732 -0.808 -7.1% 0.000 -1.091 0.101 6207 -1151 -3.202 -0.476 -3.993 0.000 -14958 27-1 3 -1.910 0.221 20.650 -15.240 -6.761 4372 4.350 0." -1.057 0.119 11.520 -8,522 3.772 -0216 -3.540 0.000 -1.910 27.1 4 -1.915 0.248 29,330 -M.880 -6.156 -1.3% -69724 -0.002 -1.058 0.131 16,370 -31.760 3429 -0]70 -3.745 -0.001 -1.915 27.1 5 -1.905 0.319 50.380 -120800 -5493 0,581 -6.604 -0.001 -1,046 0.184 28.110 -67.440 3.050 0.292 -3.671 -0001 -1.905 27.2 1 -1216 0,274 -38.500 -%,710 -6.10 -0.150 4.314 0.007 -1605 -0.519 -68.9% -171.500 -11.100 -0.216 -7.760 0.012 -1.905 0-2 2 -1.043 00338 24.350 -20.890 -5.132 0838 -3.770 0.028 -1.894 0.642 -43.630 -37.420 -9.250 1.581 -6.]% 0.050 -1.890 27-2 3 -1.039 0.374 -18.310 28.260 -40446 0.085 -3.386 0.050 -1.682 0.710 -32.800 50.650 -8.019 0.212 -6.069 0.090 -1.882 27-2 4 -1.020 0.451 -8.067 56.210 -2645 1078 -2056 0.068 -1.837 0.850 -14.450 100.700 -4.782 1.988 -3.718 0.122 -1.837 27.2 5 0.490 -3.52] 70.170 -1.S55 09339 -1.214 0.079 -1805 0.918 .6319 125,700 2.822 0.650 -2.202 0.141 -1.805 27.2 6 -1.769 0.982 1.532 127.900 -0.729 -0.642 4665 0.146 -0.989 0.527 0.855 71.390 -0.393 -0.3]9 -0.304 0.082 -1.]69 272 7 -1.689 1.095 17.540 107.200 3.403 0.972 2.699 0.134 -0.950 0.592 9.789 594860 1.924 0.532 1.509 0075 -1889 27.2 8 -10649 1.143 26.310 59,990 5.316 -0.05 4.139 0.111 -0.929 0.620 14.680 33.690 26964 -00167 2309 0,062 -1.649 27.2 9 -1.573 1.220 476250 -8.860 8.286 1.160 6.252 0.076 -0.891 5.E67 26.370 -4.948 4.611 0.651 3.482 06062 -1.573 27-2 10 -1.540 1.251 60.330 -127.500 . 90351 -0.029 60824 0.038 -0.874 0.6% 339670 -71.170 5201 -0.023 3.799 0.021 -1.540 27-2 11 -1.485 1.303 820950 -2%.]00 10.810 1.273 7.382 0.008 -09845 0.]18 51.860 -165.600 6.009 0.721 4.106 0.004 -1.485 27-3 1 -0.832 0.823 -53.490 -174.000 2.815 04% 3.374 0.006 -1.469 1.485 -%.850 -311.600 5.051 09805 69063 0.012 -1459 27-3 2 -0.812 0.847 -33.970 -66.550 2.727 1.179 2.8% 0,030 -1422 1.523 - 0.870 -119.200 4.902 2.066 5.208 0.054 -1.422 27-3 3 -0.805 0.8% -28.200 6.102 2.447 0469 2.494 0.060 -1.408 1.537 -46.950 10.950 4.403 0.857 4.488 0.107 -1.406 273 d -0.793 0.871 -13.770 48.760 1.704 1.160 1.701 0.085 -1.38] 1.580 -24.880 87.390 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234 11 3.886 0.735 -22.260 -16.700 -4.363 -15.3!10 0.000 -0 .710 2.376 0.529 -12.510 -9.861 -3098 -9 151 . 0 000 235 1 .5.542 -21.930 -15.630 -28.190 -11.630 .16.760 0.002 -1.292 3.335 .11.830 -9.034 -16.320 . -7481 -10.050 . 0 001 23$ 2 7.495 -9.122 5.545 -10.92 .19.530 -18.640 0005 -2.145 6.661 6665 2.248 -23.5901 -12,3701 -11.150 . 0 002 29-5 3 8.462 0.954 10.610 -25.520 -31.840 -23.380 0.005 -2.800 4.995 0.999 4.766 -14.870 -19.650 -13.970 . 0.003 235 4 6.128 8.246 -3.299 -33850 -24.%0 .28.900 0003 .2.643 3.56111 1.1131 -3.683 -19.460 -15.200 -1].690 002 0 29-5 5 1.885 10.770 -15.290 -70730 -1.005 -81.090 0.000 -3.228 1.071 5.915 -9.%] -43.510 -0.]61 -39.150 . 0 000 30.1 1 -0.084 1.142 -0.201 0.138 0.229 1.655 0.000 0.006 -0.150 2.043 -0.360 0248 0,4081 3,0111 . 0 000 30-1 2 1.073 .9.699 35.170 -0,160 -2.015 0.926 0.030 -0.311 0.601 -5.415 19.660 -0.100 -1.132 0.502 . 0 017 301 3 2.01 -1.256 11 50-2.620 -0.8% -1.175 0.050 -0321 1.121 32.760 -1450 -0.503 -0651 . 0 028 30.1 d 2.18. 1 4.657 F 1 -3.372 -0.847 -1.609 0.052 -0.333 1.223 2.602 28.830 -1.868 -0.476 -0.889 . 0.029 361 5 2.233 8.449 19.440 -3.53,41 -1.0101 -1.576 0.039 -0.330 1.250 4.718 10.850 -1.959 -0.56] -0.8]0 0.022 30-1 6 2.234 4.784 .21.360 -1.834 -0.376 -0.483 0022 -0305 1.252 2.671 11.930 -0.950 -0.210 -0.265 0012 30-2 1 2.232 1.379 -26.980 -0.089 -0.659 0.204 0.011 -0.292 1.251 0.7]0 -14.780 -0047 -0.369 0.117 0 006 302 2 2.230 -1.841 -16.000 1.299 -0.674 0.818 0007 -0.262 1.250 -0.916 -8.938 0.126 -03]1 0457 . 0 004 302 3 2.234 -0.000 $.970 0.220 -0615 0.153 0.003 -0.230 1,253 -oM 3.898 0.121 -0343 0.095 . 0 002 342 4 2.254 4.618 -16810 -3.690 -0.139 -1.542 0.003 -0.1T57 1.265 2.577 -8.273 -2.062 -0.076 -0.862 . 0 001 30.2 5 2.319 5.532 -39.130 -1.671 -0.595 -0.678 0.006 -0.141 1.302 3087 -21.860 -0.935 -0.331 -0.268 . 0 003 362 8 2.294 0.424 -61.050 1.340 -0.212 2.212 0.018 -0.100 1289 0.236 -34.070 0.747 -0.150 1.234 . 0 0101 363 1 2314 -5.305 -57.850 10.880 -0319 11.390 0.033 0.033 1.300 .2.%1 -32.280 6.W9 -0.176 &35611 , 0 018 30-3 2 2.421 -12.350 -24.050 22.1% -0.242 12.610 0.069 -0.027 1.360 .6.895 -13.620 12390 -0.128 7 037 . 0033 303 3 2463 -13.670 19.450 10.840 -0.125 9.261 0.0% 0.140 1.386 -7.629 10.860 5.937 -0.063 . 5.169 0051 303 d 2.510 -11.020 59.080 5640 0.179 4.161 0.120 O.1W 1.413 -6.155 32.880 3.148 0.112 2.322 0 067 303 5 2.6151 ]9.940 2415 0.099 2441 0.140 0.270 1.6]5 -3.299 44.630 13T1 0.065 1.360 . 0 078 303 6 2.653 -1 .t% 86.880 -4.412 0.261 -2.656 0.150 0262 14% -0.6]2 68.520 -2.468 0.162 -1486 . 0083 30.3 ] 2.]29 3.932 13.d110 -12.860 0.335 -7.135 0.147 0.397 1.544 2.188 41.070 -7.192 0.199 -3.990 0.082 303 8 2.668 6.689 41.340 -17.240 0.361 -12850 0.135 0.3% 1.513 3.725 26.510 -9.641 0.221 -7.179 0,075 343 9 2.680 8.835 14.000 -33.980 0.651 -17.700 0.117 0.476 1.525 4.923 7.953 -18.990 0.378 -8.88] OW5 303 10 2.404 6.158 -22.1]0 -17.640 0.257 -15.550 0.0% 0436 1375 3.431 -12.170 -9.870 0.160 -8.676 0 055 303 11 2.212 2.193 -38.] .26.850 0.751 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3.811 -14.060 -36.280 116.650 -1.216 29.210 0.055 -1.367 2053 -7.952 -20.190 63.290 -2.395 15.950 . 0.029 31-2 8 3,5361 -130210 10.540 204.0001 .&970 42.690 0048 -1485 1.885 -7.478 6.155 112250 -4.818 23470 0026 31-2 9 3.180 5.954 27.250 225.62 -8.280 50.590 0.036 -1.564 1.670 3.200 15.710 124.350 -5.78] 27.900 0 020 31-2 10 3.035 17.540 4.6.8 247.800 -14.520 48860 0020 .1.600 1.585 9.652 3450 136.850 -9.140 26.960 . 0.011 31-2 11 2.T12 40.570 -56.950 343.300 -21.050 38.360 0.005 -1.618 1.430 22.680 -31740 189.82 -12.650 21.170 0003 31-3 1 4.689 5.210 -78940 -60.160 -7733 19.860 021 -1.005 2.539 3.109 -63.430 -33.260 4.925 t0.T/0 0001 31-3 2 5789 28.900 -115.400 -67.160 -1342 1.415 0.010 -0.550 3.154 16.320 -64.260 -37.140 -1.1&7 0.669 0 005 313 11 3 9.OS211 56.330 -178.100 -173.850 31.930 -7.400 0.029 O.Wt 5.025 -37.020 -99450 -96.880 17.020 .4.195 . 0016 31-3 6 8.939 .55.480 -15610 -90.530 34.350 -2783 0058 0.069 5.533 -30.960 -8.395 -50.520 19.240 -1.804 0.031 31.3 5 11.010 -38.420 111.{00 -34070 39.]20 -4.490 0.085 0.332 6.149 -21.440 62.1% -19.050 22.3]0 -2.538 004] 31-3 6 11.250 610 192400 -29.]50 36.8% -6.663 0.105 0444 6.288 -12050 1 07.400 -15650 20.810 3743 0 059 31.3 711.650 -2.097223.150 0314 36.190 -7.922 0.111 0.6% 6.51111 -1.1661 124.550 0.147 20.450 -4436 . W2 0 31.3 8 11.6% 15.710 209,800 23.150 31.510 .7.701 0.102 0.7001 8.]12 117.150 128]0 17.]70 -4.307 . 0 057 313 9 11.890 36.980 144700 7B.600 27.790 -8.975 O.OT/ 0.865 6.547 20.640 80.]20 43.840 15.660 -5.011 . 0.043 313 10 11.480 57.930 31.070 .13].200 22760 -9.229 0.0,14 0.830 6,42111 32 17.310 76.530 12.840 -5.147 0 024 31.3 11 11.750 85.220 -150300 235.500 23.270 -9.661 0.011 0.983 6.584 47.550 83.900 131.450 13.120 -5.381 . 0.006 31.0 1 12.040 -9.784 -85 660 -SB7±20 26.900 - 31.540 -0.001 0.189 6.747 -5.452 - 47820 -327.950 15.130 -17.600 -0.501 31-0 2 11.500 .230 19.350 -90 -553.500 21.040 -33.910 0001 0.176 8,1,15 10.810 - 504001 -308.8001 118,101 -18910 OW1 31-4 3 11.590 W.240 -161.300 -643.700 21.900 - 16.270 0.003 0226 64% 28,0401 -101200 - 359250 12.340 . 10.180 0 .W2 31-4 4 11.550-%.850 -280.100 606200 24.510 7.195 0.004 0.405 6.478 -357.320 -156.600 383.150 13.780 4.046 0.22 31-4 5 11.320 -40.290 -126.350 641,20 24340 26.410 ooia 0.443 6.3,16 -22.500 - 70.550357.900 13.690 14.770 OWl 31-4 6 11.200 -9.216 -58400 622.000 26.610 24.030 0.000 0.343 6.278 -5.166 - 32.620 U7.3001 14,8601 13.440 0000 31-5 1 11.0% -74.4570 .12.340 -240.800 23.070 11.120 0W7 0.2]8 6.221 -41.580 -6950 -134.450 12.970 6.237 O.OD4 31.5 2 10.7W -38.800 180.350 -151.500 25.730 - 14.250 0.036 0.203 6.045 - 21.880 100.72 -80.500 14.470 -].93] 0 020 31-5 3 10150 -9.031 2624001 -155,7001 28450-29.20 0.056 -0.111 6.027 5065 146.600 -86.850 16.OW - 16.150 . 0 032 31.5 4 11.220 21.070 241.92 -149.300 36.050 3 4.910 0.05,1 -04% fi.291 11.]30 1352(10 -83.220 20.270 -19.510 . 0030 31-5 5 13.150 58.270 112.650 -170.dW 55.740 -30.650 0.21 -0.952 7.385 32750 63.220 -94930 31.340 - 17.12 0.018 31-5 6 -0.21] 0.122 0.773 -7.826 -5.961 -11.210 0.000 0.514 -0.387 0.237 1.398 - 14.3% - 10.620 - 19.950 0.000 3?1 1 -26A50 -9.355 -59.040 -11.630 -8.922 -9.237 0.02 5.351 -41.160 - 14.550 - 91.860 - 18.12 - 13.850 - 1,13]0 0.02 32-1 2 -27.2]0 -9.385 -41.7]0 -11.370 -4.159 -6.705 0.010 5.578 42430 - 14.6001 - -1].680 69 -6.4]0 - 10.430 0.015 32-1 3 -22.780 - 10.020 -39.300 -9.897 0.3]3 -5.314 0.020 -0.]26 -35.440 - 15.550 -81.130 - 15.080 0.5W -8.26] 0.032 32-1 4 -17.840 - 10.270 -32.8% -5.945 1.538 32 -1.531 -27.900 -15950 - 51.1]0 -9248 2.392 -8.623 0.050 32-1 5 -12.890 -8.]23 -25.4% -4.256 2.170 45 -2418 -20.050 570 - 39650 E821 33]6 -4.838 0.069 32-1 6 -12.8% -8.5722 -12940 -4.257 -0.065 57 -2.418 -20.050 -13.570 -20.130 -6.621 -0.102 -4.836 0.089 32.1 7 -7.297 -7.660 -8.354 -3.917 .0.338 M 1 -2.864 32-1 -2.909 8 -2.909 -5%7 0]6 -3.163 0.06] 81 -1.010 452 312 -4 OtOd 4.229 0131 32-1 0309 4.712 0148 -3650 2.289 19 1.4% 503 .929 30 413/ 2424 -3395 151 32- 1 10 0.946 -0067 2118 -0.725 4.171 1 - 1.450 0.505 -0.095 - 1.220 -0653 2653 -0030 0 111 1 32- 11 0.000 -0.352 -0.021 -0.059 0.000 _0ol. 0.193 0.000 1 0_ -0227 _ oil' n nu nrvn I2 . Design Strip Faces IHIII Vail's Front Door Lid Mid Level Max M I.P. Max M M- M M- M Max M Max M Max M Maz M Min M I.P. Min M Min M Min M in M M in M in Min M ID Section Shear Axial Vertical Bending (kip Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) ft) (ki -ft) Bendin ft) (inches) (Kips) (Kips) (Kip,) ft) (kip-ft) Bending tt) (inches) 1-1 1 0.001 -2.974 -227.000 106.800 0.002 0.001 0.001 0.047 0.001 -1.801 -137.300 64.490 0.002 0.001 0.001 0.028 1-1 2 0.002 -2.974 -173.100 844.100 0.008 0.006 0.004 0.210 0.001 -1.801 -104.800 510.500 0.007 0.005 04004 0.127 1-1 3 0.001 -2.974 -119.200 1395.000 0.015 0.011 0.007 0.350 0.001 -1.801 -72.220 843.600 0.013 0.009 04006 0.212 1-1 4 0.001 -24974 -65.320 1758.000 0.023 0.015 0.011 0.456 0.001 .1.801 -39.680 1064.000 0.020 0.013 0.010 0276 1-1 5 0.000 -2.974 -11.410 1935.000 0.033 0.017 0.016 0.517 0.000 -1.801 -7.134 1171.000 0.029 0.016 0.014 0.314 1.1 6 -0.002 -2.974 15.540 1924.000 0.038 04012 0.018 0.530 -0.001 -1.801 9.137 1166.000 0.034 0.015 0.017 0.322 1-1 7 -0.014 -2.974 69.440 1722.000 0.049 -0.024 0.022 0.494 -0.007 -1.801 41.670 1045.000 0.045 -0.003 0.021 0.300 1-1 8 -0.048 -2.974 123.300 1332.000 0.053 -0.151 0.018 0.414 .0.027 -1.801 74.220 810.700 0.054 -0.075 0.022 0.251 1-1 9 -0.130 -2.974 177.300 756.200 0.034 -0.501 -0.004 0.300 -0.076 -1.801 106.800 463.600 0.053 -0.277 0.014 0.183 1-1 10 -0.174 -2.066 158.200 21.670 0.142 -Q.743 0.040 0.118 -0.268 -2.815 219.800 -17.680 -0.072 -1.262 -0.080 0.158 1-1 11 -0.243 -1.801 1710800 -568.800 0.038 -1.509 -0.050 00021 -0.410 -2.974 285.100 -957.100 -0.035 -2.598 -0.137 0.035 1-2 1 -0.188 -0.359 -52.760 -629.500 0.074 .1.947 0.018 -0.017 .0.314 .0.614 -91.280 .1055.000 .0.024 -3.333 -0.043 -0.027 1-2 2 -0.108 .0.359 -37.630 .516.200 0.170 .2.304 0.081 .0.057 -0.180 -0.614 -65.990 -857.800 0.093 -3.929 0.040 -0.093 1-2 3 -0.044 -0.359 -7.364 -465.300 0.341 -2.451 0.158 -0.091 -0.076 -0.614 -15.430 -764.400 0.261 -4.177 0.109 -0.147 1-2 4 .0.066 -0.359 7.767 -467.900 0.410 -2.600 0.190 -0.118 -0.116 -0.614 9.855 -760.400 0.295 -4.437 0.123 -0.191 1.2 5 -0.164 -0.359 38.030 -528.000 0.569 -2.893 04259 -0.138 -0.292 -0.614 60.420 -8524600 0.338 -4.957 0.125 -0.224 1-2 6 -0.224 -00359 530160 -646.500 0.678 -3.398 0.305 -0.151 -0.398 -0.614 85.700 -1042.000 0.368 -5.854 0.126 -0.244 1-2 7 -0.376 -0.359 83.420 -817.700 0.972 -4.122 0.421 -0.155 -04661 -0.614 136.300 -1320.000 0.442 -7.141 0.113 -0.251 1.2 8 -0.541 -0.359 98.550 -1052.000 1.120 -5.259 0.450 -0.147 -0.929 -0.614 161.500 -1703.000 0.413 -9.121 0.028 -0.238 1-2 9 -0.933 .0.359 113.700 -1338.000 1.165 -7.329 0.357 -0.124 -1.549 -0.614 186.800 -21734000 0.161 -12.590 -0.281 .0.202 1-2 10 -4.373 -0.359 143.900 -1685.000 -0.436 -13.430 -1.259 -0.082 -7.033 -0.614 237.400 -2744.000 -3.294 -22.450 -3.335 -0.133 1-2 11 .10.410 -0.359 159.100 -2087.000 -4.320 -32.870 -3.086 -0.016 -16.810 -0.614 262.700 -3407.000 -10.260 -53.810 -64547 -0.027 1-3 1 -32.390 -1.130 -283.600 -2046.000 -15.570 -57.830 0.144 0.023 -52.580 -1.868 -462.500 -3342.000 -30.460 -94.290 -1.857 0.037 1.3 2 -19.650 -1.130 -229.500 -399.200 -14.960 -1624000 -11.840 0.299 -314750 -1.868 -374.300 -656.600 -27.930 -262.200 -21.090 0.487 1-3 3 -70.860 -1.868 -286.100 1424.000 -55.990 -619.300 .31.970 0.973 -43.520 -1.130 -1754400 876.300 -32.760 -381.800 -18.820 0.597 1-3 4 .63.640 -1.868 -177.500 2886.000 -51.010 -1085.000 -29.130 1.387 .39.010 -1.130 -1084800 1773.000 -30.400 -667.600 -17.380 0.852 1-3 5 -33.540 -1.868 -80.360 3756.000 -26.990 -1422.000 .14.960 1.660 -20.530 -1.130 -49.210 2305.000 -16.130 -874.000 -8.963 1.019 1-3 6 3.363 -1.868 7.818 4008.000 36040 -1528.000 1.670 1.747 26096 -1.130 4.867 2460.000 14822 .938.900 14004 1.073 1-3 7 39.800 -1.868 96.000 3656.000 32.630 -1380.000 18.010 1.639 24.440 -1.130 584950 2243.000 19.490 -848.000 10.790 1.006 1-3 8 68.120 -1.868 184.200 2699.000 64.880 -1010.000 304200 1.351 41.810 .1.130 1134000 1656.000 324640 -620.600 18.010 0.829 1-3 9 68.770 -1.868 301.800 1125.000 54.690 -534.700 32.080 00928 42.240 -1.130 185.100 689.900 31.770 -329.000 18.790 0.570 1-3 10 - 15.430 -1.130 239.200 -647.700 110670 -128.500 11.480 0.276 24.970 .1.868 389.900 -1056.000 23.000 -208.700 204680 0.450 1-3 11 31.960 -1.130 2934300 -2356.000 13.240 -19.060 -3.469 0.020 51.910 .1.868 478.100 -3841.000 27.010 -31.490 -3.498 0.032 1-4 1 24283 -0.404 -1804000 -2393.000 -5.195 0.910 -13.450 -0.012 3.661 .04685 -295.200 .3899.000 -5.364 0.934 -204450 -04020 1-4 2 -0.798 -0.404 -179.700 -2070.000 -6.550 30691 22.930 -0.050 -10327 -0.685 -294.700 -3370.000 -8.438 5.372 38.870 -00081 1-4 3 -0.633 -0.404 -158.100 -1778.000 -5.318 2.305 -2.350 -0.073 -0.996 -0.685 -258.400 .2892.000 -6.912 34083 -2.829 -04119 1-4 4 -0.139 -0:404 •136.500 -1503.000 -3.585 1.225 -2.002 -0.089 -0.171 -0.685 -222.000 -2443.000 -4.548 1.389 -2.624 -0.146 1-4 5 -04139 -0.404 -136.500 -1258.000 -3.585 0.975 -2.002 -0.094 -0.171 -0.685 -222.000 .2045.000 -4.548 1.083 -2.624 -0.154 1-4 6 -0.071 -0.404 -114.900 -1040.000 -2.609 0.844 -1.146 -00092 -04058 -04685 -185.600 -16914000 -3.302 04973 .1 A64 -0.150 1-4 7 -0.135 -0.404 -93.270 -838.200 -1.993 0.616 -00928 -04085 -0.172 -0.685 -149.200 -1366.000 -2.567 0.690 -1.275 -0.139 1-4 8 -0.217 -0.404 -93.010 -671.400 -1.598 0.258 -0.927 -0.071 -0.330 -0.685 -148.900 -1099.000 -2.135 0.157 -1.273 -0.117 13 9 -0.355 -0.404 -71.410 -526.200 -1.406 -0.305 -1.397 -04055 -0.586 -0.685 •-112.500 -868.300 -1.991 -0.758 -2.117 -0.089 1-4 10 .0.037 .0.404 -71.150 -398.500 -0.855 -0.589 -1.337 -0.035 -0037 -0.685 -112.200 -667.100 -1.165 -1.199 -20019 -0.058 1.4 11 -0.715 -04404 -49.520 -309.500 -1.071 -1.300 0.257 -0.013 -1.149 .0.685 -75.740 -530.900 -1.686 -2.321 0.394 -0.021 1-5 1 0.519 -1.161 -88.640 -202.400 -0.520 -1.496 0.549 0.016 0.899 -1.931 -151.100 -355.100 -0.761 -2.572 00950 0.027 1-5 2 0.737 -1.325 -80.690 15.920 -0.445 0.162 -0.841 0.071 1.116 -1.833 •123.400 -8.030 -0.412 0.205 -1.192 04099 1-5 3 0.355 -1.931 -79.270 257.500 -0.352 1.755 -04063 0.182 0.213 -1.161 -46.290 156.600 -04227 1.056 -0.046 0.108 1-5 4 0.225 -1.931 -55.340 4320900 -0.265 2.510 -0.056 0.244 0.133 -1.161 -32.170 258.800 -0.170 1.506 -0.040 0.145 1-5 5 0.002 -1.931 -7.477 523.200 -0.116 2.856 -0.051 0.280 -0.002 -1.161 -3.938 310.800 -0.075 1.705 -0.034 00167 1-5 6 -0.123 -1.931 16.450 520.300 -0.063 2.744 -0.058 00283 -0.076 -14161 10.180 307.900 -04042 1.630 -0.037 0.168 1-5 7 .0.240 -1.931 40.390 437.100 -0.024 2.227 -0.071 0.256 -0.145 -1.161 24.300 257.600 -0.017 1.316 -0.044 0.152 1.5 8 -0.387 -1.931 88.250 2600700 0.011 1.348 -0.111 0.202 -0.230 -1.161 52.530 152.300 0.004 0.789 -0.067 0.119 1-5 9 -0.370 -14642 93.880 0.474 -0.017 0.232 -0.120 0.111 -0.380 -1.643 97.140 -5.322 -0.017 0.203 -0.123 0.111 1-5 10 -0.627 -1.161 94.880 -2084100 -0.078 -04859 1.118 0.035 -1.056 -1.931 160.000 -345.900 -0.127 -1.427 1.880 0.060 1-5 11 -0.316 -1.161 109.000 -468.700 0.068 -2.226 -1.195 0.007 -04530 -1.931 184.000 -785.700 0.090 -34729 -26022 0.012 1-6 1 0.385 -0.884 -108.600 -4574900 -0.081 -2.157 0.679 0.004 0.646 -1 A53 -181.700 -768.700 -0.104 -3.612 1.130 0.007 1.6 2 0.562 -0.864 -934500 .200.000 0.043 -0.841 -10013 0.025 0.937 -1.453 -156.400 -337.400 0.073 -1.415 -1.688 0.040 1-6 3 0.349 -1.269 -924810 0.509 -0.014 0.131 0.103 0.087 0.329 -1.222 -884080 -7.406 -0.011 0.081 0.098 0.079 1-6 4 0.334 -1.453 -804540 237.100 -0.042 1.066 0.084 0.151 0.200 -04884 -48.110 143.400 -0.025 0.648 0.050 0.091 1-6 5 04163 -1.453 -29.970 390.300 -0.030 1.778 0.027 0.193 0.097 -04884 -17.850 234.800 -0.018 1.073 0.016 00116 1-6 6 0.041 -10453 -4.693 445.000 -0.016 2.090 04000 00209 0.024 -04884 -2.719 267.300 -0.010 1.259 0.000 0.126 1-6 7 -0.078 -1.453 20.590 414.800 -0.001 1.998 -0.026 0.199 -0.047 -0.684 12.410 249.000 04000 1.202 .04015 0.120 1-6 8 .0.214 -14453 71.150 286.200 0.019 1.552 .04076 0.164 .0.126 .0.884 42.670 171.800 0.012 0.934 -0.005 0.098 1-6 9 -0.254 -1.453 96.430 67.710 -0.002 0.941 -0.106 0.111 .0.153 -0.884 57.800 40.810 0.000 0.567 -0.063 04067 1-6 10 -0.528 -0.884 884070 -1434100 .0.072 0.144 1.173 0.032 -04878 -1.453 147.000 -239.100 -0.124 -0.241 1.948 0.053 1-6 11 -04173 -0.884 103.200 -386.800 0.137 -1.213 -0.896 0.007 -0.289 -1.453 172.300 -645.900 0.192 -2.021 -1.487 0.011 1.7 1 0.379 -0.587 -97.830 -380.100 -0.019 -1.007 0.457 0.003 0.629 -0.972 .163.900 -635.000 -0.010 -1.682 0.779 0.006 1-7 2 0.428 -0.587 -82.580 -175.800 0.227 -0.067 -0.932 0.017 0.716 -0.972 -138.300 -292.800 0.375 -0.113 -1.560 0.030 1-7 3 0.069 -0.587 -67.330 -12.430 0.154 0.288 0.048 0.040 0.107 -0.913 -104.700 -19.340 0.240 0.448 0.075 0.063 1-7 4 -0.104 -0.972 -61.570 180.600 0.035 0.242 0.008 0.108 -0.062 -0.587 -36.820 107.000 0.022 0.144 0.005 0.064 1-7 5 -0.058 -0.972 -36.000 307.500 -0.015 0.029 -0.014 0.138 -0.035 -0.587 -21.570 182.800 -0.009 0.017 -0.009 0.082 1-7 6 -0.030 -0.972 -10.430 365.800 -0.075 -0.078 -0.041 0.152 -0.018 -0.587 .6.323 217.900 -0.045 -0.047 -0.024 0.091 1-7 7 -0.013 -0.972 15.140 355.500 -0.151 -0.123 -0.077 0.149 -0.007 -0.587 8.929 212.000 -0.091 .0.074 -0.046 0.089 1-7 8 -0.003 -0.972 40.710 276.700 -0.256 -0.135 -0.129 0.128 -0.001 -0.587 24.180 165.200 -0.154 -0.080 -0.078 0.076 1-7 9 -0.224 -0.972 91.860 125.000 -0.709 -0.233 -0.277 0.092 -0.133 -0.587 54.680 74.950 -0.427 -0.136 -0.167 0.055 1-7 10 -0.318 -0.587 69.930 -59.330 -0.599 -0.543 0.631 0.030 -0.532 -0.972 117.400 -100.600 -0.993 -0.917 1.057 0.050 1.7 11 0.409 -0.587 85.180 -234.500 -0.290 -0.602 -1.876 0.008 0.691 -0.972 143.000 -394.700 .0.501 -1.009 3157 0.013 1-8 1 0.634 -0.112 -69.100 -266.000 -0.543 0.124 -2.934 0.000 1.070 -0.188 -116.600 -447.900 -0.930 0.217 -4.929 0.000 1-8 2 -0.407 -0.112 -68.810 -163.800 -0.877 1.057 0.794 0.000 -0.689 -0.188 .116.200 -275.300 -1.499 1.792 1.318 0.000 1-8 3 -0.407 -0.112 -49.060 -78.250 -0.995 0.453 0.188 0.002 -0.689 -0.188 -82.730 -130.900 -1.657 0.772 0.325 0.004 1-8 4 -0.159 -0.112 -48.830 -5.879 -0.599 0.097 0.202 0.007 -0.247 -0.175 -75.960 -9.145 -0.932 0.151 0.315 0.011 1-6 5 0.095 -0.188 -48.500 74.250 -0.463 -0.054 -0.301 0.021 0.057 -0.112 -28.760 43.390 -0.279 -0.031 -0.181 0.012 1-8 6 0.095 -0.188 -48.500 145.900 -0.463 0.086 -0.301 0.028 0.057 -0.112 -28.760 85.870 -0.279 0.053 -0.181 0.017 1-8 7 0.065 -0.188 -14.610 167.700 -0.319 0.183 -0.171 0.030 0.039 -0.112 -8.719 98.860 -0.193 0.111 -0.103 0.018 1-8 8 -0.122 -0.188 19.270 178.000 -0.393 0.095 0.213 0.030 -0.071 -0.112 11.320 105.000 -0.236 0.061 0.126 0.018 1-8 9 -0.187 -0.188 19.580 149.300 -0.429 -0.117 0.230 0.024 -0.111 -0.112 11.550 88.160 -0.258 -0.064 0.136 0.014 1-8 10 -0.187 -0.188 53.190 98.370 -0.270 -0.394 1.613 0.016 -0.111 -0.112 31.390 58.100 -0.140 -0.228 0.966 0.009 1-8 11 0.200 -0.188 53.500 19.200 0.078 -0.100 -2.412 0.004 0.116 -0.112 31.620 11.300 0.067 -0.058 -1.418 0.002 2-1 1 0.105 -1.269 -243.100 90.360 .04007 0.061 -6.385 0.032 0.063 -0.763 .147.000 54.870 0.020 0.037 -3.862 0.019 2.1 2 -0.114 -1.269 -173.100 843.300 -0.382 -0.005 -0.102 0.209 -0.069 -0.763 -104.400 510.000 -0.232 -0.006 -0.062 0.126 2-1 3 0.007 -1.269 -138.200 1379.000 -0.268 -0.210 -0.087 0.359 0.004 -0.763 -83.120 832.700 -0.163 -0.129 -0.053 0.216 2-1 4 0.035 -1.269 -68.210 1709.000 -0.161 -0.088 -0.073 0.468 0.021 -0.763 -40.500 1030.000 -0.098 -0.054 -0.044 0.281 2-1 5 0.013 -1.269 1.747 1837.000 -0.124 -0.006 -0.059 0.527 0.008 -0.763 2.124 1105.000 -0.075 -0.004 -0.036 0.316 2-1 6 0.010 -1.269 36.730 1763.000 -0.113 0.032 -0.054 0.534 0.006 -0.763 23.440 1056.000 -0.069 0.019 -0.033 0.319 2-1 7 0.021 -1.269 103.700 1473.000 -0.103 0.088 -0.048 0.485 0.013 -0.763 63.820 876.400 -0.063 0.052 -0.029 0.290 2-1 8 0.048 -1.269 161.500 1010.000 -0.111 0.210 -0.049 0.394 0.028 -0.763 97.300 595.100 -0.068 0.125 -0.030 0.235 2-1 9 -0.019 -1.269 219.200 379.300 -0.200 0.335 -0.079 0.274 -0.011 -0.763 130.800 217.000 -0.121 0.199 -0.048 0.163 2-1 10 -0.076 -0.763 147.500 -259.100 -0.171 0.039 -0.076 0.083 -0.127 -1.269 248.100 -420.500 -0.282 0.068 -0.123 0.140 2-1 11 -0.277 -0.763 181.000 -839 300 0.021 -0.763 -4.141 0.012 -0.457 -1.269 305.900 -1400.000 -0.004 -1.262 -6.988 0.020 2-2 1 0.249 -0.374 -141.900 -846.500 -0.183 -0.780 1.237 -0.004 0.420 -0.614 -236.600 -1414.000 -0.273 -1.284 2.076 .0006 2-2 2 0.824 -0.374 -124.800 -487.400 0.144 0.700 -1.641 -0.008 1.372 -0.614 .208.000 -815.300 0.242 1.188 -2.735 -0.014 2-2 3 -0.221 -0.374 -90.450 -194.700 0.041 0.996 -0.026 0.019 -0.372 -0.614 -150.800 -327.400 0.070 1.670 -0.044 0.031 2-2 4 -0.261 -0.552 -108.000 49.600 0.024 0.658 -0.022 0.091 -0.195 -0.404 -79.310 25.530 0.020 0.488 -0.015 0.061 2-2 -.-.315.900 -0.030 0.185 -0.027 0.161 -0.061 -0.374 -38.960 191.000 -0.019 0.110 -0.017 0.097 2-2 -0.614 -36.440 464.600 -0.077 -0.049 .0.045 0.202 -0.035 -0.374 -21.790 280.100 -0.048 -0.030 -0.028 0.122 2-2 -0.614 -0.141 -0.169 -0.074 0.215 -0.023 -0.374 -4.627 30 -0.086 -0.102 -0.045 0.130 2-2 t U -0.614 -0.366 -0.269 -0.175 0.193 -0.028 -0.374 29.700 264.800 -0.210 -0.161 -0.106 0.117 2-2 -0614 -0.528 -0.502 -0.253 0.144 -0.069 0.374 46.870 158.300 -0.320 -0299 - 0.087 2-2 404 86.630 -14.330 -0.662 .0.855 0.621 0.050 -0.429 -0.59131.900 .29.710 -0.958 -1306 039 0076 2-2 -0.374 96.360 -258.100 .0.433 -0.883 -1.351 0.008 0.368 -0.614 163.700 -430.200 -0.735 .1.457 -2.277 0.013 Design Strip Forces Millq Vail's Front Door Lid Mid Level Design Strip Forces ID Section Max V I.P Shear (Kips) . M. V Ndal (Kips) ..V Vertical (Kips) ..X v Banding (kip ft) Max V Torsion (kip-ft) Max V Dphm. Banding Max V Twist (kip- h) Max V Deflection (inches) Min V I. P. Shear (Ki s) Min V Axial (Kips) Min V Vertical (Kips) Min V Bending (kip-ft) in V Torsion kip-11) in V Dphm. Bending V Min V in Twist (kip- Deflection ft) (inches) Max P I.P. Shear (Kips) 1-1 1 0.001 -1.801 -137.300 64.490 0.002 0.001 0.001 0.02 8 0.001 -2.974 -227.000 106.800 0.002 0.001 0.001 0.047 0.001 1-1 2 0.001 -1.801 -104.800 510.500 0.007 0.005 04004 0012 7 0.002 -2.974 -173.100 844.100 0.008 00006 0.004 0.210 0.001 1-1 3 04001 -1.801 -72.220 843.600 0.013 0.009 0.006 0.21 2 0.001 -2.974 -119.200 1395.000 00015 0.011 0.007 0.350 0.001 1-1 4 0.001 -1.801 •39.680 10644000 0.020 04013 0.010 0.27 6 0.001 -2.974 -65.320 1758.000 0.023 04015 0.011 0.456 00001 1-1 5 00000 -1.801 -7.134 1171.000 0.029 0.016 04014 0.31 4 0.000 -2.974 -11.410 1935.000 0.033 04017 0.016 04517 0.000 1-1 6 -0.002 -2.974 150540 1924.000 0.038 0.012 0.018 0.53 0 -0.001 -1.801 9.137 1166.000 0.034 04015 04017 0.322 -0.001 1-1 7 -0.014 -2.974 69.440 1722.000 0.049 -0.024 0.022 0.49 4 -0.007 -1.801 41.670 1045.000 04045 -0.003 0.021 0.300 -0.007 1-1 8 -0.048 -2.974 123.300 1332.000 0.053 -0.151 0.018 0.41 4 -0.027 -1.801 74.220 810.700 0.054 -0.075 0.022 0.251 -0.027 1-1 9 -0.130 -24974 177.300 756.200 0.034 -0.501 -0.004 04300 -0.076 -1.801 106.800 463.600 0.053 -00277 0.014 0.183 -0.076 1-1 10 -0.276 -2.974 231.200 -6.991 4010 4.271 -0.051 0.168 -0.162 -1.801 139.300 3.852 0.039 -0.727 4008 04102 -0162 1-1 11 -04410 -2.974 285.100 -957.100 -0.035 -24598 -0.137 0.035 -0.243 -1.801 171.800 -568.800 0.038 -1.509 -0.050 0.021 -0.243 1-2 1 -0.188 -0.359 -52.760 -629.500 0.074 -1.947 0.018 -0.017 -0.314 -0.614 -91.280 -10554000 -0.024 -3.333 -0.043 -0.027 -0.188 1-2 2 -0.108 -0.359 -37.630 -516.200 0.170 -2.304 0.081 -0.057 -0.180 -0.614 -65.990 -857.800 0.093 -3.929 0.040 -0.093 -0.108 1-2 3 -0.046 -0.387 -4.232 -538.500 0.780 -2.643 0.375 -0.107 -0.075 -0.598 -17.310 -720.500 -0.002 -4.061 -0.022 -0.137 -0.044 1-2 4 -0.066 •0.387 12.730 -552100 0.961 -2.795 0.464 -0.139 -0.116 -0.598 6.875 -709.900 -0.035 -4.320 -0.041 -0.178 -0.066 1-2 5 -0.292 -0.614 60.420 -852.600 0.338 -4.957 0.125 -0.224 -04164 -0.359 38.030 -528.000 0.569 -2.893 0.259 -0.138 -0.164 1-2 6 -0.398 -0.614 85.700 -1042.000 0.368 -5.854 0.126 4244 -0.224 -0.359 53.160 -646.500 0.678 -3.398 0.305 -0.151 -0.224 1-2 7 -0.661 -0.614 136.300 -1320.000 0.442 -7.141 0.113 4.251 -0.376 -07359 83.420 -817.700 00972 -4.122 0.421 -0.155 -0.376 1-2 8 -0.929 -07614 161.500 -1703.000 0.413 -9.121 0.028 -0.238 -0.541 -0.359 98.550 -10524000 1.120 -5.259 0.450 -0.147 -0.541 1-2 9 -1.549 -0.614 186.800 -2173.000 0.161 -12.590 -0.281 4202 -0.933 -0.359 111700 -1338.000 1.165 -7.329 0.357 -0.124 -0.933 1-2 10 -7.033 -0.614 237.400 -2744.000 -1294 -22.450 -1335 -0.133 -4.373 -0.359 143.900 -1685.000 -0.436 -13.430 -1.259 -0.082 -4.373 1-2 11 -16.810 -0.614 262.700 -3407.000 -10.260 -53.810 -6.547 -0.027 -10.410 -0.359 159.100 -2087.000 -41320 -32.870 -3.086 -04016 -10.410 1-3 1 -32.390 -1.130 -283.600 -2046.000 -15.570 -57.830 0.144 0.023 -52.580 -1.868 -462.500 -3342.000 -30.460 -944290 -14857 0.037 -32.390 1-3 2 -19.650 -1.130 -229.500 -399.200 -14.960 -162.000 -11.840 0.299 -31.750 -1.866 -374.300 -656.600 -27.930 -262.200 -21.090 0.487 -194650 1-3 3 41520 -17130 -175.400 8764300 -32.760 -3814800 -18.020 0.597 -70.860 -14868 -286.100 1424.000 -55.990 -619.300 -31.970 0.973 -41520 1-3 4 -39.010 -1.130 -1080800 1773.000 -30.400 -6674600 -174380 0.852 -63.640 -1.868 -177.500 28864000 -514010 -1085.000 -29.130 1.387 -39.010 1-3 5 -20.530 -1.130 -494210 2305.000 -16.130 .874.000 -8.963 1.019 .33 -1.868 -80.360 3756.000 -264990 -1422.000 -14.960 1.660 -20.530 1-3 6 3.363 -1.868 74818 4008.000 3.040 -1528.000 1.670 1.747 2.096 -1.130 4.867 2460.000 1.822 -938.900 14004 1.073 2.096 1-3 7 39.800 -1.868 96.000 3656.000 32.630 -1380.000 18.010 10639 24.440 -1.130 58.950 2241000 19.490 4480000 10390 1.006 24.440 1-3 8 68.120 -1.868 184.200 2699.000 54.880 -1010.000 30.200 1.351 41.810 -16130 113.000 1656.000 32.640 -620.600 18.010 0.829 41.810 1-3 9 68.770 -1.868 301.800 1125.000 54.690 -534.700 32.080 0.928 42.240 -1.130 185.100 689.900 31.770 -329.000 18.790 0.570 42.240 1-3 10 24.970 -1.868 389.900 -1056.000 23.000 -208100 204680 0.450 15.430 -1.130 239.200 -647100 110670 -128.500 11.480 00276 15.430 1-3 11 51.910 -1.868 478.100 -3841.000 274010 -31.490 -3.498 0.032 31.960 -1.130 2934300 -2356.000 13.240 -19.060 -3.469 0.020 31.960 1-4 1 2.283 -0.404 -180.000 -2393.000 -5.195 04910 -13.450 -0.012 3.661 -0.685 -295.200 -3899.000 -5.364 0.934 -20.450 -0.020 2.283 1-4 2 -0.798 •0.404 -179.700 -2070.000 -6.550 3.691 22.930 -0.050 -1.327 -0.685 -2946700 -33704000 4.438 5.372 38.870 -0.081 -0.798 1.4 3 -0.633 -0.404 -158.100 -1778.000 -5.318 26305 -2.350 -0.073 -0.996 .0.685 -258.400 -2892.000 -6.912 3.083 -24829 -0.119 -0.633 1-4 4 -0.139 -0.404 -1366500 -1503.000 -3.585 1.225 -2.002 -0.089 -0.171 -0.685 -2220000 -2443.000 -4.548 1.389 -2.624 -0.146 -0.139 1-4 5 -04139 -0.404 -136.500 -12584000 -3.585 0.975 -2.002 -0.094 -0.171 -0.685 -222.000 -20456000 -41548 17083 -2.624 -0.154 -0.139 1-4 6 -0.071 -0.404 -1144900 -1040.000 -2.609 0.844 -1.146 -0.092 -0.058 -0.685 -185.600 -1691.000 -3.302 0.973 -16464 -0.150 -0.071 1-4 7 -0.135 -0.404 -93.270 -838.200 -1.993 0.616 -0.928 -0.085 -0.172 -0.685 -149.200 -1366.000 -2.567 0.690 •1.275 -0.139 -0.135 1-4 8 -0.217 -0.404 -934010 -671.400 -1.598 0.258 -0.927 -04071 -0.330 .0.685 -148.900 -10994000 -20135 0.157 -1.273 -0.117 •0.217 1-4 9 -0.355 -0.404 -71.410 -526.200 -1.406 -0.305 -1.397 -0.055 -0.586 -0.685 -112.500 -868.300 -1.991 -04758 -2.117 -0.089 -0.355 1-4 10 -0.037 -0.404 -71.150 -398.500 -0.855 -06589 -1.337 -0.035 -0.037 -04685 -112.200 -667.100 -1.165 -1.199 -2.019 -0.058 -0.037 1-4 11 -0.715 -0.404 -49.520 -3094500 -1.071 -1.300 00257 -0.013 -1.112 -0.628 -77.040 -481.400 -14666 -2.022 04400 -0.020 -0.715 1-5 1 0.519 -1.161 -88.640 -202.400 -0.520 -1.496 0.549 0.016 0.899 -1.931 -151.100 -355.100 -0.761 -2.572 0.950 0.027 0.519 1-5 2 0.677 -1.161 -74.520 5.011 -04326 0.137 -04747 0.062 1.152 -1.931 -127.100 -1.488 -0.483 0.220 -1.249 0.104 0.677 1-5 3 0.213 -1.161 -46.290 156.600 -0.227 1.056 -0.046 0.108 0.355 -1.931 -79.270 257.500 -0.352 1.755 -0.063 0.182 0.213 1-5 4 0.133 -1.161 -32.170 258.800 -06170 1.506 -0.040 0.145 0225 -1.931 -55.340 432.900 -0.265 24510 -06056 0.244 0.133 1-5 5 -0.006 -1.325 -3.754 345.000 -0.097 1.914 -0.045 0.186 0.005 -1.833 -7.588 502.700 -0.103 24730 -0.044 0.269 -0.002 1-5 6 -0.123 -1.931 16.450 520.300 -0.063 2.744 -0.058 0.283 -0.076 -1.161 10.180 307.900 -06042 1.630 -0.037 0.168 -04076 1-5 7 -0.240 -1.931 40.390 437.100 -0.024 2.227 -0.071 0.256 -0.145 -14161 24.300 2574600 -0.017 1.316 -0.044 0.152 -04145 1-5 8 -0.387 -1.931 880250 2600700 04011 1.348 -0.111 0.202 -0.230 -1.161 52.530 152.300 0.004 0.789 -0.067 04119 -0.230 1-5 9 -0.441 -1.931 112.200 -0.781 -0.019 0.266 -0.142 0.131 -06262 -1.161 66.650 -3.230 -0.013 00146 -0.085 0.077 -0.262 1-5 10 -1.056 -1.931 160.000 -345.900 -0.127 -1.427 1.880 0.060 -0.627 -1.161 94.880 -208.100 -0.078 -0.859 1.118 0.035 -0.627 1-5 11 -0.530 -14931 1840000 -785.700 0.090 -3.729 -2.022 0.012 -0.316 -1.161 109.000 -4684700 0.068 -2.226 -1.195 01007 -0.316 1-6 1 0.385 -0.884 -108.600 -457.900 -0.081 -2.157 0.679 0.004 0.646 -1.453 -181.700 -768.700 -04104 -34612 1.130 0.007 0.385 1-6 2 0.562 -0.884 -93.500 -200.000 0.043 -0.841 -1.013 0.025 04937 -1.453 .156.400 -337.400 0.073 -1.415 -1.688 06040 0.562 1-6 3 0.237 -0.884 -63.240 -1.886 -0.009 0.077 00070 0.058 04396 -1.453 -105.800 -5.970 -0.014 0.114 0.117 0.096 0.237 1-6 4 04200 -0.884 -484110 143.400 -0.025 0.648 0.050 0.091 0.334 -1.453 -80.540 2374100 -0.042 1.066 0.084 00151 0.200 1-6 5 0.097 -0.884 -17.850 234.800 -0.018 1.073 0.016 0.116 0.163 -1.453 -29.970 390.300 -0.030 1.778 0.027 0.193 0.097 1-6 6 0.024 -0.884 -2.719 267.300 -0.010 1.259 06000 04126 0.041 -1.453 -46693 445.000 -0.016 2.090 0.000 0.209 0.024 1-6 7 -0.078 -1.453 20.590 414.800 -0.001 1.998 -0.026 0.199 -0.047 -0.884 12.410 249.000 0.000 1.202 -0.015 0.120 -0.047 1-6 8 -0.214 -1.453 71.150 286.200 0.019 1.552 -0.076 0.164 -0.128 -0.884 42.670 171.800 0.012 0.934 -0.045 0.098 -0.128 1-6 9 -0.254 •1.453 96.430 67.710 -0.002 0.941 -0.106 0.111 -0.153 -0.884 57.800 40.810 0.000 0.567 .04063 0.067 -0.153 1-6 10 -0.878 -1.453 147.000 -239.100 -0.124 -0.241 1.948 0.053 -0.528 -0.884 88.070 -143.100 -0:072 -0.144 1.173 0.032 -0.528 1-6 11, -0.289 -1.453 172.300 -645.900 0.192 -2.021 -1.487 0.011 -0.173 -0.884 103.200 -386.800 0.137 -1.213 -0.896 0.007 -0.173 1-7 1 0.379 -0.587 -97.830 -380.100 -0.019 -1.007 0.457 0.003 0.629 -0.972 -163.900 -635.000 -0.010 -1.682 0.779 0.006 0.379 1-7 2 0.428 -0.587 -82.580 -175.800 0.227 -0.067 -0.932 0.017 0.716 -0.972 -138.300 -292.800 0.375 -0.113 -1.560 0.030 0.428 1-7 3 0.069 -0.587 -67.330 -12.430 0.154 0.288 0.048 0.040 0.116 -0.972 -112.700 .19.180 0.254 0.482 0.079 0.068 0.069 1-7 4 -0.062 -0.587 -36.820 107.000 0.022 0.144 0.005 0.064 -0.104 -0.972 -61.570 180.600 0.035 0.242 0.008 0.108 -0.062 1-7 5 -0.035 -0.587 -21.570 182.800 -0.009 0.017 -0.009 0.082 -0.058 -0.972 -36.000 307.500 -0.015 0.029 -0.014 0.138 -0.035 1-7 6 -0.018 -0.587 -6.323 217.900 -0.045 -0.047 -0.024 0.091 -0.030 -0.972 -10.430 365.800 -0.075 -0.078 -0.041 0.152 -0.018 1-7 7 -0.013 -0.972 15.140 355.500 -0.151 -0.123 -0.077 0.149 -0.007 -0.587 8.929 212.000 -0.091 -0.074 -0.046 0.089 -0.007 1-7 8 -0.003 -0.972 40.710 276.700 -0.256 -0.135 -0.129 0.128 -0.001 -0.587 24.180 165.200 -0.154 -0.080 -0.078 0.076 -0.001 1-7 9 -0.224 -0.972 91.860 125.000 -0.709 -0.233 -0.277 0.092 -0.133 -0.587 54.680 74.950 -0.427 -0.136 -0.167 0.055 -0.133 1-7 10 -0.532 -0.972 117.400 -100.600 -0.993 -0.917 1.057 0.050 -0.318 -0.587 69.930 -59.330 -0.599 -0.543 0.631 0.030 -0.318 1-7 11 0.691 -0.972 143.000 -394.700 -0.501 -1.009 -3.157 0.013 0.409 -0.587 85.180 -234.500 -0.290 -0.602 -1.876 0.008 0.409 1-8 1 0.634 -0.112 -69.100 -266.000 -0.543 0.124 -2.934 0.000 1.070 -0.188 -116.600 -447.900 -0.930 0.217 -4.929 0.000 0.634 1-8 2 -0.407 -0.112 -68.810 -163.800 -0.677 1.057 0.794 0.000 -0.689 -0.188 -116.200 -275.300 -1.499 1.792 1.318 0.000 -0.407 1-8 3 -0.407 -0.112 -49.060 -78.250 -0.995 0.453 0.188 0.002 -0.689 -0.188 -82.730 -130.900 -1.657 0.772 0.325 0.004 -0.407 1-8 4 -0.159 -0.112 -48.830 -5.879 -0.599 0.097 0.202 0.007 -0.271 -0.180 -82.420 -8.803 -0.998 0.166 0.350 0.013 -0.159 1-8 5 0.057 -0.112 -28.760 43.390 -0.279 -0.031 -0.181 0.012 0.095 -0.188 -48.500 74.250 -0.463 -0.054 -0.301 0.021 0.057 1-8 6 0.057 -0.112 -28.760 85.870 -0.279 0.053 -0.181 0.017 0.095 -0.188 -48.500 145.900 -0.463 0.086 -0.301 0.028 0.057 1-8 7 0.039 -0.112 -8.719 98.860 -0.193 0.111 -0.103 0.018 0.065 -0.188 -14.610 167.700 -0.319 0.183 -0.171 0.030 0.039 1-8 8 -0.122 -0.188 19.270 178.000 -0.393 0.095 0.213 0.030 -0.071 -0.112 11.320 105.000 -0.236 0.061 0.126 0.018 -0.071 1.8 9 -0.187 -0.188 19.580 149.300 -0.429 -0.117 0.230 0.024 -0.111 -0.112 11.550 88.160 -0.258 -0.064 0.136 0.014 -0.111 1-8 10 -0.187 -0.188 53.190 98.370 -0.270 -0.394 1.613 0.016 -0.111 -0.112 31.390 58.100 -0.140 -0.228 0.966 0.009 -0.111 1-8 11 0.200 -0.188 53.500 19.200 0.078 -0.100 -2.412 0.004 0.116 -0.112 31.620 11.300 0.067 -0.058 -1.418 0.002 0.116 2-1 1 0.063 -0.763 -147.000 54.870 0.020 0.037 -3.862 0.019 0.105 -1.269 -243.100 90.360 -0.007 0.061 -6.385 0.032 0.063 2-1 2 -0.069 -0.763 -104.400 510.000 -0.232 -0.006 -0.062 0.126 -0.114 -1.269 -173.100 843.300 -0.382 -0.005 -0.102 0.209 -0.069 2-1 3 0.004 -0.763 -83.120 832.700 -0.163 -0.129 -0.053 0.216 0.007 -1.269 -138.200 1379.000 -0.268 -0.210 -0.087 0.359 0.004 2-1 4 0.021 -0.763 -40.500 1030.000 -0.098 -0.054 -0.044 0.281 0.035 -1.269 -68.210 1709.000 -0.161 -0.088 -0.073 0.468 0.021 2-1 5 0.011 -1.111 3. 71 1611.000 -0.109 -0.005 -0.052 0.460 0.011 -1.061 0.698 1534.000 -0.103 -0.005 -0.050 0.441 0.008 2-1 6 0.010 -1.269 36.730 1763.000 -0.113 0.032 -0.054 0.534 0.006 -0.763 23.440 1056.000 -0.069 0.019 -0.033 0.319 0.006 2-1 7 0.021 -1.269 103.700 1473.000 -0.103 0.088 -0.048 0.485 0.013 -0.763 63.820 876.400 -0.063 0.052 •0.029 0.290 0.013 2-1 8 0.048 -1.269 161.500 1010.000 -0.111 0210 -0.049 0.394 0.028 -0.763 97.300 595.100 -0.068 0.125 -0.030 0.235 0.028 2-1 9 -0.019 -1.269 219.200 379.300 -0.200 0.335 -0.079 0.274 -0.011 -0.763 130.800 217.000 -0.121 0.199 -0.048 0.163 -0.011 2-1 10 -0.127 -1.269 248.100 -420.500 -0.282 0.068 -0.123 0.140 -0.076 -0.763 147.500 -259.100 -0.171 0.039 -0.076 0.083 -0.076 2-1 11 -0.457 -1.269 305.900 -1400.000 -0.004 -1.262 -6.908 0.020 -0.277 -0.763 181.000 -839.300 0.021 -0.763 -4.141 0.012 -0.277 2-2 1 0.249 -0.374 -141.900 -846.500 -0.183 -0.780 1.237 -0.004 0.420 -0.614 -236.600 -1414.000 -0.273 -1.284 2.076 -0.006 0.249 2-2 2 0.824 -0.374 -124.800 -487.400 0.144 0.700 -1.641 -0.008 1.372 -0.614 -208.000 -815.300 0.242 1.188 -2.735 -0.014 0.824 2-2 3 -0.221 -0.374 -90.450 -194.700 0.041 0.996 -0.026 0.019 -0.372 -0.614 -150.800 -327.400 0.070 1.670 -0.046 0.031 -0.221 2.2 4 -0.179 -0.374 -73.280 29.400 0.017 0.448 -0.015 0.059 -0.299 -0.614 -122.200 46.280 0.030 0.751 -0.024 0.097 -0.179 2-2 5 -0.061 -0.374 -38.960 191.000 4019 0.110 •0.017 0.097 -0.102 -0.614 -65.030 315.900 -0.030 0.185 •0.027 0.161 •0.061 2-2 6 -0.035 -0.374 -21.790 280.100 -0.048 -0.030 -0.028 0.122 -0.058 -0.614 .36.440 464.600 .0.077 -0.049 -0.045 0.202 -0.035 2-2 7 -0.023 -0.374 4.627 308.700 -0.086 -0.102 -0.045 0.130 -0.038 -0.614 -7.840 512.700 -0.141 -0.169 •0.074 0.215 -0.023 2-2 8 -0.048 -0.614 49.350 439.800 -0.346 -0.269 -0.175 0.193 -0.028 -0.374 29.700 264.800 -0.210 -0.161 -0.106 0.117 -0.028 2-2 9 -0.115 -0.614 77.940 262.900 -0.528 -0.502 -0.253 0.144 .0.069 -0.374 46.870 158.300 -0.320 -0.299 -0.153 0.087 -0.069 2-2 10 -0.442 -0.614 135.100 -28.320 -0.993 -1.338 0.963 0.078 -0.268 -0.374 81.190 -16.660 -0.604 -0.802 0.580 0.047 -0.268 2-2 11 0.388 -0.614 163.700 -430.200 -0.735 -1.457 -2.277 0.013 0.228 -0.374 98.360 -258.100 -0.433 -0.883 -1.351 0.008 0.228 Vail's Front Door Lid Mid Level m" P Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P Min Min P in P Min P ID Section Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (kip-ft (kip-ft) Bendin tt (inches) (Kips) (Kips) (Kips) (kip-h) (ki -h) Bantlin It (inches) 1-1 1 .1.801 -137.300 64.490 00002 00001 0.001 0.028 0.001 -2.974 -227.000 106.800 0.002 0.001 0.001 0.047 1-1 2 -1.801 -104.800 510.500 0.007 00005 00004 0.127 0.002 -2.974 -173.100 844.100 0.008 0.006 0.004 0.210 1-1 3 .1.801 -72.220 843.600 0.013 0.009 0.006 0.212 0.001 -2.974 -119.200 1395.000 0.015 0.011 0.007 0.350 0 456 1-1 4 -1.801 -39.680 1064.000 0220 00013 0.010 0.276 0.001 -2.974 -65.320 1758.000 0.023 0.015 0.011 . 1-1 5 -1.801 -7.134 1171.000 0.029 0.016 0.014 0.314 0.000 -2.974 .11410 1935.000 00033 0.017 0.016 0.517 530 0 1-1 6 01 9.737 1766.000 0.034 0.015 0.017 04322 -0.002 -2.974 15.540 1924.000 0.038 0.012 0.018 . 1-1 7 01 41.670 1045.000 0.045 -0.003 0.021 0.300 .0.014 -2.974 69.440 1722.000 0.049 -0.024 0.022 0.494 1-1 8 -1.801 74.220 810.700 0.054 -0.075 0.022 0.251 70.048 -2.974 1234300 7332.000 0.053 -0.151 0.018 0.414 1-1 9 -1.801 106.800 463.600 0.053 -0.277 0.014 0.183 -0.130 -2.974 177.300 756.200 0.034 .0.501 -0.004 0.300 168 0 1-1 10 -1.801 139.300 3.852 0.039 -0.727 -0.008 0.102 -0.276 -2.974 231.200 -6.991 -0.010 -1.271 -0.051 . i-1 11 -1.801 171.800 .568.800 0.038 -7.509 -0.050 0.021 -0.410 -2.974 285.100 -957.100 .0 .035 -2.598 -0.137 0.035 027 T2 1 -0.359 -52.760 -629.500 0.074 -1.947 0.018 -0.017 -0.316 -0.614 -91.280 -1055.000 -0.024 -3.333 -0.043 -0. i-2 2 -0.359 -37.630 .5164200 0.170 -2.304 0.081 -0.057 -0.780 •0.614 -65.990 -857 600 0.093 -3.929 0.040 -0.093 147 0 1-2 3 -0.359 -7.364 .465.300 0.341 .2.451 0.158 -0.091 •0.076 -0.614 -15.430 .400 -764 0.261 -4.177 0.109 - . 1-2 4 -0.359 7.767 -467.900 0.410 -2.600 0.190 -0.118 -0.116 -0.614 9.855 -760.400 0.295 -4.437 0.123 -0.191 1-2 5 -0.359 384030 -528.000 0.569 -2.893 0.259 -0.138 -0.292 -0.614 60.420 -8520600 0.338 -4.957 0.125 -0.224 1-2 6 -0.359 53.160 -646.500 0.678 -3.398 0.305 -0.151 -0.398 -0.614 854700 -1042.000 0.368 -5.854 0.126 -0.2'4 251 0 1-2 7 -0.359 83.420 -817.700 0.972 -4.122 0.421 -0.155 -0.661 -0.614 136.300 -1320.000 0.442 -7.141 0.113 . - 1-2 8 -0.359 98.550 -1052.000 1.120 -5.259 0.450 -0.147 -0.929 -0.614 161.500 -1703.000 00413 -9.121 0.028 -0.238 1-2 9 -0 359 113.700 -1338.000 7.165 -74329 0.357 -0.124 -1.549 -0.614 186.800 -2173.000 0.161 -120590 -0.281 -0.202 t-2 10 . -0.359 143.900 -1685.000 -0.436 -13.430 -1.259 .0.082 .7.033 -0.614 237.400 -2744.000 -3.294 -22.450 -3.335 547 6 -0.133 027 0 1-2 71 -0.359 159.100 -2087.000 -4.320 -32.870 -3.086 -0.016 -16.810 70.614 262.700 -3407.000 -10.260 -53.810 • . - . 1-3 i 130 -1 -283.600 -2046.000 -15.570 -57.830 0.144 0.023 .52.580 -1.868 -462.500 -33420000 -30.460 -94.290 -1.857 0.037 1-3 2 . -7 130 -229.500 -399.200 -144960 -162.000 -17.840 0.299 -31.750 .1.868 -374.300 .656.600 -27.930 -262.200 -21.090 0.487 1-3 3 . -1 130 -175.400 876.300 -32.760 -381.800 -18.820 04597 -70.860 -1.868 -286.100 1424.000 -55.990 -619.300 -31.970 0.973 1-3 4 . -7 730 -108.800 1773.000 -30.400 -667.600 -17.380 0.852 -63.640 -1.868 -177.500 28861000 -51.070 -1085.000 -29.130 1.387 1-3 5 . -1.130 •49.210 2305.000 -16.130 -8744000 -8.963 1.019 -33.540 -1.868 .80.360 3756.000 -26.990 -1422.000 -14.960 70 1.660 747 1 1-3 6 -1.130 4.867 2460.000 1.822 -9380900 1.004 1.073 3.363 -1.868 7.818 4008.000 39040 -1528.000 1.6 . 1-3 7 -1.130 58.950 2243.000 19.490 .848.000 10.790 1.006 39.800 -1.868 96.000 3656.000 32.630 -1380.000 184010 1.639 1-3 8 -1.130 113.000 1656.000 32.640 -620.600 18.010 0.829 68.120 71.868 184.200 2699.000 544880 7010.000 30.200 7.351 1.3 9 -1.130 185.100 689.900 31.770 -329.000 18.790 04570 68.770 -1.868 301.800 1125.000 54.590 -534.700 32.080 0228 0 450 1-3 10 -1.130 239.200 -647.700 11.670 -128.500 11.480 0.276 24.970 -1.868 389.900 -10560000 23.000 -208.700 20.680 . -3 11 -1 130 293.300 -2356.000 134240 -19.060 -3.469 0.020 51.910 -1.868 478.100 -3841.000 27.010 -31.490 -3.498 0.032 L 1-4 1 . 404 -0 -180.000 -2393.000 -5.195 0.910 -13.450 -0.012 3.661 -0.685 -295.200 -3899.000 .5.364 0.934 -20.450 .0.020 74 2 . -0.404 .179.700 -2070.000 -64550 34697 22.930 -0.050 .1.327 -0.685 -294.700 -3370.000 -8.438 5.372 38.870 -0.081 1-4 3 -0 404 -158.100 -1778.000 -54318 24305 -2.350 -0.073 -0.996 -0.685 -258.400 2892.000 -6.912 30083 -26829 -0.119 1-4 4 . 404 -0 -136.500 -1503.000 -3.585 1.225 -2.002 -04089 -0171 -0.685 -222.000 72441000 -4.548 1.389 -2.624 -0.146 14 5 0 404 -0 -1364500 -1258.000 -3.585 0.975 -2.002 -0.094 -00771 -0.685 -222.000 -2045.000 -4.548 1.083 -2.624 -0.154 1-4 6 . -0 404 -114.900 -1040.000 -20609 0.844 -1.146 -0.092 .0.058 -0.685 .785.600 -1691.000 .3.302 0.973 -1464 -0.150 /-4 7 . 404 -0 270 -838 200 -93 -7.993 0.616 -0.928 -0.085 -0.172 -0.685 -149.200 -7366.000 -2.567 0.690 -7.275 -0.139 1.4 8 . -04404 . . -93.010 -671400 -1.598 0.258 .04927 .0.071 -0.330 -0.685 -148.900 .1099.000 -2.135 0.157 -1.273 7 -0.117 0 089 1-4 9 -0.404 -71.410 -5264200 -1.406 -0.305 -1.397 -0.055 -0.586 -0.685 -112.500 -868.300 -1.991 -0.758 -2.11 . - 1-4 10 404 .0 -71.150 -398.500 -0.855 -00589 -1.337 -0.035 -0.037 -0.685 -112.200 -667.100 -1.165 -1.799 -2.019 -0.058 1-4 11 . 404 -0 520 -309.600 -49 -1.071 -1.300 0.257 -0.073 -10149 -0.685 -75.740 -530.900 -1.686 -2.321 0.394 -0.021 1-5 1 . -1 761 . -88.640 -202.400 -0.520 -1.496 0.549 0.016 0.899 -1.931 -151.100 -355.100 -0.761 -2.572 00950 0.027 1-5 2 . 61 -74.520 5.011 -0.326 0.137 47 0.062 1.152 -1.931 -127.100 -10488 -0.483 0.220 -16249 0.104 1-5 3 161 -1 .46.290 156.600 -0.227 1.056 -0.046 0.108 0.355 -1.931 -79270 257.500 -0.352 1.755 -0.063 04182 1-5 4 . -1.161 -32.170 258.800 -0.170 14506 -0.040 01145 01225 -1.931 -556340 4324900 -0.265 2.510 -0.056 0.244 1.5 5 -1.161 -3.938 310.800 -0.075 1.705 -0.034 0.167 0.002 -1.931 -7,477 523.200 -0.116 2.856 -0.051 58 04280 0 283 1-5 6 -1.161 10.180 307.900 -0.042 14630 -0.037 00168 -0.123 -1.931 166450 5206300 -0.063 2.744 -0.0 . 1-5 7 -1.161 240300 257.600 -0.017 1.316 -0.044 0.152 .0.240 -1.931 40.390 437.100 -04024 2.227 -0.071 11 0.256 0 202 1-5 8 -1.161 52.530 152.300 0.004 0.789 -0.067 0.119 -0.387 -1.931 88.250 260.700 0.011 1.348 -0.1 . 1-5 9 161 -1 66.650 -3.230 -06013 0.146 .0.085 0.077 -0.441 -1.931 112.200 -0.781 -0.019 0.266 -0.142 0.131 1-5 10 . -7 161 94.880 -208.100 -06078 -0.859 14118 0.035 -1.056 -1.931 160.000 -345.900 -0.127 -1427 1.880 0.060 1-5 it 4 -1.161 109.000 -468.700 0.068 -2.226 -1.195 0.007 -0.530 .1.931 184.000 -785.700 0.090 -36729 -26022 0.012 1-6 1 1-0 884 -108.600 -4576900 -0.081 -2.157 0.679 0.004 0.646-1.453 -181.700 -768.700 -0.104 -3.612 1.130 0.007 1-6 2 . -0.884 -93.500 -200.000 0.043 70.847 -1.013 0.025 0.937 -1453 .156.400 .337400 0.073 •1.415 114 -1.688 117 0 0.040 096 0 1-6 3 -0-884 -63.240 -1.886 -0.009 0.077 0.070 0.058 0.396 -1.453 -105.800 -5.970 -0.014 0. 6 . 1-6 4 -0.884 -48.110 143.400 -0.025 0.648 0.050 0.091 0.334 -1.453 -80.540 237.100 -0.042 1.066 0.084 0.151 1.6 5 884 -0 -17.850 234.800 -0118 . 1.073 0.016 0.176 0.163 -1.453 -29.970 390.300 -0.030 1.778 0.027 0.193 1-6 6 . -0.884 -2.719 267.300 -0.010 1.259 0.000 0.126 0.041 .1.453 -4.693 445.000 -0.016 2.090 0.000 6 0 0.209 0 199 1-6 7 -0.884 72.410 249.000 0.000 1.202 -0.015 0.120 .0.078 -7.453 20.590 414.800 -0.001 1.998 -0. 2 . 1-6 B -0.884 42.670 1714800 0.012 04934 -0.045 0.098 -0.214 -1.453 71.150 286.200 04019 1.552 -0.076 0.164 1-6 9 884 -0 57.800 40.870 0.000 0.567 -0.063 00067 -0254 -1.453 96.430 67.710 -0.002 0.941 .0.106 0.111 1-6 10 . -06884 884070 -143.100 -0.072 -0.144 1.173 0.032 -0.878 -1.453 1470000 -239.100 -0.124 -0241 1.948 0.053 1-6 11 .0.884 103.200 -386.800 0.137 .1.213 -0.896 0.007 -0.289 -1453 172300 -645.900 00192 -2.021 -1.487 0.011 77 1 -0.587 -97.830 -380100 -0.079 -1.007 0.457 0.003 0.629 -0.972 -161900 -6350000 -04010 -1.682 0.779 7 0.006 1-7 2 -0.587 -82.580 -175.800 0.227 .0.067 -0.932 0.017 0.716 -0.972 -138.300 -292.800 0.375 -0.113 1.560 0.030 1-7 3 -0.587 -67.330 -12.430 0.154 00288 09048 0.040 0.116 .0.972 -112.700 -19.180 0.254 00482 0.079 008 04068 0 108 77 4 -0.587 -36.820 1076000 0.022 0.144 0.005 0.064 -04104 -0.972 •61.570 180.600 0.035 0.242 0. . 1-7 5 -0.587 -21.570 182.800 -0.009 0.017 -0.009 0.082 -0.058 -0.972 .36000 307.500 -0.015 0.029 -0.014 0.138 1-7 6 587 -0 -6.323 277.900 -0.045 -0.047 -0.024 0.091 -0.030 .0.972 -10.430 365.800 -0.075 -0.078 -0.041 0.152 7-7 7 . -0.587 8.929 212.000 -0.091 -0.074 -0.046 0.089 -0.013 -0.972 15.140 355.500 -0.751 -0.123 - 7 -0.077 29 0.149 128 0 i-7 8 -0.587 24.180 165.200 -0.154 -0.080 -0.078 0.076 -0.003 -0.972 40.710 276.700 0.135 -0.256 -0.1 . i-7 9 587 -0 54.680 74.950 -0.427 -0.136 -0.167 0.055 -0.224 -0.972 91.860 125.000 -0.709 .0.233 -0.277 0 0.092 1-7 10 . -0.587 69.930 -59.330 -0.599 -0.543 0.631 0.030 -0.532 -0.972 117.400 -100.600 -0.993 -0.917 1.057 0.050 1-7 11 -0.587 85.180 -234.500 -0.290 •0.602 -1.876 0.008 0.691 -0.972 143.000 -394.700 .0.501 -1.009 0 17 .3.157 4 929 0.013 0 000 1-8 1 -0.712 .69.1 GO -266.000 -0.543 0.124 -2.934 0.000 1.070 -0.188 -116.600 -447.900 .2 -0.930 . . 1-8 2 112 -0 -68.810 -763.800 -0.877 1.057 0.794 0.000 -0.689 .0.188 016.200 -275.300 -1.499 1.792 1.318 0.000 1-8 3 . -0 112 49.060 -78.250 -0.995 0.453 0.188 0.002 -0.689 -0.188 -82.730 -130.900 -1.657 0.772 0.325 0.004 1.8 4 . -0.112 -48.830 -5.879 -0.599 0.097 0.202 0.007 -0.271 -0.188 -82.420 -8.803 .0.998 0.166 0.350 301 0 0.013 021 0 1-8 5 -0.112 -28.760 43.390 -0.279 -0.031 -0.181 0.012 0.095 -0.188 -48.500 74.250 .0.463 -0.054 . . . 7 6 -0.112 -28.760 85.870 -0.279 0.053 -0.181 0.017 0.095 -0.188 -48.500 145.900 -0.463 0.086 -0.307 0.028 0 030 1-8 7 -0.112 -8.719 98.860 -0.193 0.171 -0.103 0.018 0.065 -0.188 -14.810 167.700 -0.319 0.183 -0.177 . 1-8 8 -0.112 11.320 105.000 -0.236 0.061 0.126 0.018 -0.122 -0.188 19.270 178.000 -0.393 0.095 0.213 0 230 0.030 024 0 1-8 9 -0.112 11.550 88.160 -0.258 -0:064 0.136 0.014 -0.187 -0.188 19.580 149.300 -0.429 -0.117 . . 1-8 10 -0.112 31.390 58.100 -0.140 -0.228 0.966 0.009 -0.187 -0.188 53.190 98.370 -0.270 -0.394 2 0.016 004 0 1.8 11 -0.112 31.620 11.300 0.067 -0.058 -1.418 0.002 0.200 -0.188 53.500 19.200 0.078 -0.100 . 2-1 1 -0.763 -147.000 54.870 0.020 0.037 -3.862 0.019 0.105 -1.269 -243.100 100 90.360 843 300 -0.007 0.061 005 382 -0 -0 0.032 209 0 2-i 2 -0.763 -104.400 510.000 -0.232 -0.006 -0.062 0.126 14 -1.269 -173. . . . . 0 359 2-i 3 -0.763 -83.720 832.700 -0.163 -0.129 -0.053 0.216 0.007 -1.269 -138.200 1379.000 -0.268 -0.210 P . 2-1 4 -0.763 -40.500 1030.000 -0.098 -0.054 -0.044 0.281 0.035 -1.269 -68.210 1709.000 -0.761 -0.088 0.468 p-7 5 -0.763 2.124 1105.000 -0.075 -0.004 -0.036 0.316 0.013 -1.269 7.747 1837.000 .0.124 -0.006 0.527 2-1 6 -0 763 23.440 1056.000 -0.069 0.019 -0.033 0.319 0.010 -1.269 36.730 1763.000 -0.113 0.032 0.534 2 1 7 . -0 763 820 876.400 63 -0.063 0.052 -0.029 0.290 0.021 -1.269 103.700 1473.000 -0.103 0.088 0.485 - 8 . -0 763 . 300 595 100 97 -0.068 0.125 0.0 0.048 -1.269 161.500 1010.000 -0.111 0.210 0.394 2-1 Li 9 . -0.763 . . 130.800 217.000 -0.121 0.199 -0.048 0.763 .0.019 .1.269 219.200 379.300 -0.200 0.335 8 -0.079 723 0 0.274 0 740 2-1 10 -0.763 147.500 -259.100 .0.171 0.039 -0.076 0.083 -0.727 .1.269 248.100 -420.500 -0.282 0.06 - . . 2-1 11 -0.763 181.000 -839.300 0.021 -0.763 4.141 0.012 -0.457 -1.269 305.900 -1400.000 -0.004 -1.262 -6.988 76 0.020 006 0 2-2 1 -0.374 -141.900 -846.500 -0.183 -0.780 1.237 •0.004 0.420 -0.614 -236.600 -1414.000 -0.273 -1.284 2.0 . - 2-2 2 -0.374 -124.800 -487.400 0.144 0.700 -1.641 -0.008 1.372 .0.614 -208.000 -815.300 0.242 1.188 -2.735 •0.074 2-2 3 374 -0 450 -194.700 -90 0.041 0.996 -0.026 0.019 -0.372 -0.614 -150.800 -327.400 0.070 1.670 -0.044 0.031 2-2 4 . -0.374 . -73.280 29.400 0.017 0.448 -0.075 0.059 -0.299 -0.614 -122.200 46.280 0.030 0.751 •0.024 027 0.097 161 0 2-2 5 -0.374 -38.960 791.000 -0.019 0.170 -0.017 0.097 -0.102 -0.614 -65.030 315.900 -0.030 0.185 -0. . 2-2 6 -0.374 -21.790 280.100 -0.048 -0.030 -0.028 0.122 -0.058 -0.614 -36.440 464.600 -0.077 -0.049 .0.045 7 0.202 0 215 2-2 7 -0.374 4.627 308.700 -0.086 -0.702 -0.045 0.130 -0.038 -0.614 •7.840 512.700 -0.141 -0.169 -0.0 4 . 2-2 8 -0.374 29.700 264.800 -0.210 -0.167 -0.106 0.117 -0.048 70.614 49.350 439.800 -0.346 -0.269 -0.775 0.193 2-2 9 -0.374 46.870 158.300 -0.320 -0.299 53 0.087 -0.115 70.614 77.940 262.900 -0.528 -0.502 -0.253 0.144 2-2 10 374 -0 81.190 -16.660 -0.604 -0.802 0.580 0.047 4.442 -0.614 135.100 -28.320 -0.993 -1.338 0.963 . 0.078 2-2 11 . -0.374 98.360 -258.100 -0.433 -0.883 -1.351 0.008 0.388 -0.614 163.700 -430.200 .0.735 -1.457 7 0.013 A 17h Design Strip Forces MO Vail's Front Door Mid Level Design Strip Faces M. V I.P. Met V Mxi V M`at V V =1 Mar V Mat V Mx v mnx v m 4 D ll Z m v i.r. She; nwv Axid VerOcd 881316 Torsion . Dphm. Tvust(kip- De0ec9on Sheer ID SecBan Shax Arid B Txaion Dphm. T ac an s sl(IuP (in hes ft (Kim) ( s) (Kim) fldft) (la tl BxMi ft) I fin ches) K") (Kid.) 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1.019 0.110 0.105 0946 0.884 -1.020 -0.875 0.608 132.800 ]486 121.200 1468 5491 -0.390 0.365 -0.088 1.829 0.198 0.18) 64 8 -0.473 11.9)0 4].980 0.306 2.920 0.086 050 -0.789 21450 85.990 6.980 0.530 5.236 0.155 64 8 -0.302 18.210 14.400 0.065 34OS 0060 0.756 -0.494 32630 25.810 26.530 0.116 6.104 0.108 64 10 -0.264 30.110 -41.800 0.193 2.949 0030 0.510 -0.428 53.970 -74.54 21.850 0.38 5.288 0.0 64 11 -0.133 42730 -132700 41+WO 0081 4.596 0001 0.671 -0.206 864]0 -206.500 65.070 0.126 -0.92] 0.006 65 1 -0.154 -34.720 -114.000 -35.970 0248 -0.425 0.000 09282 -0.240 -54.010 -177.300 -55.950 0.385 -0.662 0.000 65 2 -0.074 -1].4]0 -28110 -17.640 0.123 -3.476 0.004 0.317 -0.115 -27.180 -43.730 -27.430 0.192 -SAM 0.006 65 3 0.015 -8.621 13.350 -10.050 0.066 -2.617 0017 0.354 -0.011 -9.021 11970 -10.510 0.062 2141 0.018 65 65 4 5 0.166 0.262 -0.592 17.700 32.720 1.719 7.704 25.670 0.226 0.046 -1.951 2.590 0.025 0.015 0.355 0.396 0.084 0.141 -0.333 9.878 18.260 0.9$9 4.295 14.33D 0.128 0.023 -1.090 1.445 0014 0.008 65 6 0231 37.550 -97.090 27.900 0.653 -1.709 0.002 0.346 0.123 20.950 -56.180 15670 0.375 -0.963 0.001 66 1 0.275 -39.790 -98.950 -32.540 0.132 30184 0.002 0.269 0.148 -22210 -550220 -16.160 00072 10116 0.001 66 2 0332 -16.510 3.388 -9.352 -0.219 -0.970 0019 0.308 0.182 -9.211 1.889 -5.219 -0.128 -0.541 0.011 66 3 0.386 01436 38720 1284 -0.438 3.146 0.031 0.402 0.213 0243 210610 10833 -0252 1.756 0.017 66 4 0414 8.339 24.400 8.930 0.796 5.49 0.027 0.428 0229 4.653 13.620 4.984 0456 3.153 0.015 66 66 5 6 04]2 0.536 26.710 -39.000 50.480 -181.600 2267W 51.050 0885 0.633 8.830 -0.014 0.011 0.000 0.482 0.547 0263 0.299 14.900 -2t.7W 30.390 -101.400 120710 28490 0.392 0362 40927 -0008 0.006 0.000 677 1 0.566 -64.980 -20].300 -59.530 -0.184 2AW 0006 0.470 0.317 36.260 -115.700 -33.220 -0.104 1.343 0503 67 2 0.56 -49.130 -58.290 -40.540 0.4,47 4i.962 0.045 0.502 0.329 -27410 -33.080 22.620 0.257 3.885 0.025 67 3 0.632 -26.230 22.340 -16950 4.551 -8.353 0.091 0.548 0.3U_ -14.640 12460 -10.570 .0.311 -4.662 0.051 67 67 4 5 0.655 -18.020 76AW 0.697 4.328 102.700 -12.800 -20492 0.256 -0.820 -6.611 -1.123 0.130 0.156 0.563 0.590 0.367 -10060 0.391 -2415 42.680 57.300 -7.146 -1391 0.148 -0460 -3.680 -0.62] 00073 0.087 7 6 0 715 2.000 108.000 20511 0.044 2.059 0.161 0.601 00401 1.116 60.240 1 401 0.028 1.149 0.090 67 67 7 8 0732 0.762 6372 22.480 92.880 5).770 7.579 18.410 0.939 -0.195 5.262 10.850 0.150 00120 0.611 0.829 0.411 0428 49672 12.560 51.820 32.230 4.229 10.270 0.538 -0.108 2.936 6058 0.080 0067 67 67 9 10 0.775 0.804 31.160 -7.511 56.050 -100.700 25.050 48.880 0.735 -0.444 1205W 10.610 0.079 0.035 0.638 0.658 0.435 0.451 17360 -46194 31.280 -MAW 13980 2].260 0422 -0.250 ].029 5921 00044 00020 67 68 11 1 0.819 ]3.890 -268.200 0.835 -74.100 -268.800 70930 920 0.589 -0.403 -0.691 0835 0.004 0004 0.672 0.591 0459 0.468 41230 -149.]00 -41.350 -160.000 39.580 -39.570 0.338 -0.227 -0.382 0.470 0.002 00002 68 68 2 3 O.Bd2 -56.240 -100.800 0857 -31300 -7380 -48.770 -2464 0.400 -10.440 -0.739 -12.240 0.036 0081 0.601 0.598 0.472 0480 -31.380 -569270 -1].4]0 4.120 .27.210 -13.7'50 0.231 -0418 -5.820 -6.827 0020 0.045 L8- 6-8 4 5 0,865 0.880 -22.600 -6441 58.240 -179820 93.800 -6.5]9 06118 -10.350 -08,48 4.371 0.122 0.153 0.587 0.552 0484 0.491 -12610 -4.710 J2.500 52.340 -89942 -3.667 -5.770 -2.436 0.- 0085 68 68 6 7 0.886 0.893 -2.027 109200 4.358 104.300 -1.297 3.903 -0.184 0.540 -0.964 2.413 0.165 0.159 0.528 0.499 0.494 0.497 -1.131 2432 80.980 MAW -0.721 2.181 1 -0.535 1.348 0092 0069 68 6B B 9 0.909 0922 18.240 26.590 78.650 24.300 14.480 20.680 -0 .405 0.159 8.1% 10.010 0.133 0.094 0.430 0.392 0.506 0.512 10.180 14.840 43.890 13.%0 8084 11.530 t 4.5]4 5.586 0074 0.052 68 68 10 11 0.96S 0998 49.920 51600 66.020 -207.600 41.950 60.310 -0.525 -0.039 8.603 -1.215 0047 0.006 0.314 06281 0.536 0.554 27.84 -32.140 36840 -115.900 2J.410 3J. 50 4.800 -0.679 0.026 0.004 69 69 1 2 1.042 -54.330 -1]9.500 -68.660 1.132 -26.370 -37.670 -24.810 -0.398 -0.376 1.858 -8.450 0.000 0.009 0.167 0.089 0.578 0.628 -30.320 -100.200 -14720 -21020 -27.1% -13.84 0.926 -4.)15 0.000 0.005 69 3 1.251 -7.505 22.070 -13.360 -0.249 -7.134 0.022 0.019 096% -4189 12.320 -7453 -3.981 0.012 69 4 1.366 1.585 31.830 2.451 -0.277 -6.539 0.020 0.239 0.761 O.B84 17.7]0 1.368 -0.162 -1. 9 1~9 0.013 6-8 6-9 5 6 1498 1.606 19.710 -10.820 45020 -1266000 16.920 51.080 -0.26,4 -0.0,4,4 -3.624 -7.317 0.012 0001 0.222 0.300 O.B36 0.888 110000 25.120 -6.036 -70.320 8440 28.190 -0.155 -0029 -2.023 -1086 0.007 0001 610 1 1.614 47.720 -142.200 -63.980 0.090 -4.048 0.004 -0.066 0900 -26.620 -79.320 -35.680 0.009 -2260 0002 6-10 610 2 3 1.5]1 -210190 1.382 -6.315 2.862 26.770 -7.012 174520 0.113 0028 -4.371 14.760 0.054 09098 0.360 0.4050 0.62 0.766 -11.820 -3.523 1.592 14.930 -3.911 9782 09080 0.017 -2.439 8.241 0030 0.055 610 610 d S 0.981 0657 1.133 -0.228 27.330 J4.020 28.710 -2.218 -0.347 0.323 15.310 -3.916 0.122 0.137 -0.256 -0.574 0.551 0.367 0.632 -0 .126 15.240 18.990 16.020 -1.241 -0.190 0.179 8.547 -2.188 0.068 0,077 610 7-1 6 1 0.309 7.755 0.945 18.650 4.390 1094 110600 -188200 0.275 155.400 -3.843 -98.650 0.139 0.088 -0.384 16.130 0.186 4.382 0.527 0.9W 10410 69.180 -2.454 -97.150 0.154 91580 -2.147 -57.980 0.078 0.051 7-1 2 •0.970 4.348 40.980 -16.)50 131800 -13.510 0.06 -0.826 -8.494 1419 71.920 -83.260 223.000 -23310 0.109 7-1 3 -11880 -1.233 18.740 18.690 66.700 10430 0.071 -2.899 -20.350 -2452 33.630 33.740 112.600 18.690 0.125 7.1 7-1 4 -13.750 5 -12.470 1.2(18 0.936 $.583 -15.840 25.250 18790 45.280 3996 15.640 12.920 0.078 0386 6.255 -23.600 -0818 -21.5]0 2.013 1.582 10.380 -2).480 45.050 33.410 76310 67.040 27.84 22.930 0.139 0.153 7-1 6 -11.190 -1.142 22.270 13.180 35.330 9.6,42 0.098 -5.84 -19.420 -2.114 -39.180 23.320 59.500 17.N4) 0.175 7-2 7.2 1 2 -9.684 -7.643 -3.833 -6.085 -21.090 -5438 7.62 2.821 34.030 26.0,40 6.206 3.281 0.102 -10.260 0.116 -13.790 -16.820 -13.290 fi )N -10.940 -37.140 -9.141 13.34 4.858 5).480 44.120 10.910 5.690 0.183 0.208 7-2 7-2 3 4 -3.498 -1835 -7.192 -6.200 23.670 46.790 -2.276 -3.073 32.260 22380 -0.454 -126 0.132 -16.110 0.148 -15.220 -6.121 -12.880 -3.252 •11.030 42.810 84.130 4.230 -5618 55.100 38.320 -0.953 -2345 0236 0262 7-2 7-2 5 6 0.373 1.057 -3.913 101.600 -0.506 111.800 -4229 -3.291 3].290 24460 -2214 -1.754 0.241 0.249 3.885 4.955 0225 0.60 -3721 -0.325 97.250 71.860 -0.048 .2.116 MAR 15.720 -2.129 -1.128 0.230 0.180 7.2 7-2 7 8 1.242 0.538 3.448 122.600 8.980 79.890 -2414 -0.2W 16.910 11.550 -1.200 0.150 0.282 0.230 -3.422 -0.710 0796 0.346 1.917 5.7W 88.360 51.34 -1399 -0.164 9.845 7.426 -0.709 0.096 0.158 0.148 72 7-2 B 10 -0.07) -1.015 6.911 6.280 29.34 -0075 0206 0.246 5.151 0.935 0.362 0.474 0.130 0.118 040 2.15W -0.256 -1.840 12.3% 11.260 52.630 -0071 O.W7 0.578 6.811 1.590 0.70 0.%7 0.2,40 0.211 ]-2 ].3 11 1 -1.MO -1.795 4.325 1.992 -17.500 -20.250 -0.034 -0.389 1.170 -1.258 0.341 0.139 0.103 0098 3.109 3.300 -2.50 -3.143 ].759 -31.310 3.578 -%.230 0.039 -0.633 2.022 -2095 0.707 0.320 0.184 0.175 7-3 7-3 2 3 -2.248 -236 -0.560 -15.170 0327 -].330 -1.121 -1882 -2.271 -2.245 -0.351 -0841 0.085 0.07] 3.055 2.372 -3.885 -4.062 -1.004 -27.130 0595 -13090 -2.008 -3.110 -3.719 3.694 -0.805 -1.520 0.152 0.139 7-3 7-3 4 5 -2.324 2.06 1218 1.838 -9908 -22.010 -2.150 -1.912 0.085 0.072 -0.935 -0.823 0.076 0.081 1.975 1.209 3.974 3.555 2.191 -17.730 3.297 -39.440 -3904 -3.686 0.228 0.208 -1.807 -1.510 0.138 0.140 7-3 7-4 6 1 -1.741 -1.549 -1.34 -4.050 -29.14 -25.910 -0.239 0.899 0.259 0.263 0.161 0.810 0.092 0.097 0.564 0.303 -2.951 -2.621 -2.398 -52.290 -7.270 -46.44 -0.466 1.587 0.515 0.513 0.261 1.432 0.166 0174 7-4 7-4 2 3 -1.356 -0.989 -6.377 -].435 -7.387 26.180 1.917 2.676 0.562 0.890 1377 1.786 0.113 0.130 0.091 -0.183 -2.289 -1.658 -11.430 -13.320 -13.2W 46.850 3426 4.801 1.017 1.577 2.456 3.165 0.202 0.232 74 74 4 5 50.821 -0.523 -6.311 -2.255 51.100 71490 2.331 0.748 0.86 1.134 1.07 0.511 0.145 0.156 -0.256 -0.315 -1.30 4.859 -11.310 91840 -4044 128.100 4.188 1.352 1.5,48 1.979 2.757 0.922 0.260 0.279 74 7-4 6 7 •0.395 -0.281 0.171 2.586 76.180 ]0470 0.989 0.839 -0.140 -0.793 0.159 0.155 -0.311 -0.291 -0.610 -0.043 0.304 136.500 4.15. 126.300 -O.dJ7 -2.234 1.71] 144 -0.245 -1.416 0.285 0.2]9 7-4 74 8 9 -0.083 0.027 9 822 11.130 72.120 34.590 1 1.327 1.137 -2 688 -3.041 0.212 0.189 -0.188 -0.14] -0.138 -0.016 100]0 11.650 75 470 36.200 4.405 4.96] 1 449 1.249 -2819 -3.187 0.222 0.198 7-4 10 0.243 11.100 -17.900 1.345 -3.009 0.200 -0.043 0.119 6.193 -9.989 .2.663 0.775 -1.725 0.112 7.4 11 0.331 6.513 -69.150 2 1.194 -2.157 01]4 -0020 0170 1 635 -27630 -1.0] 0.691 -1205 0.09] ~qZ Veii's Ftont Dw Mid 141+21 D.s r Sp Faces ID 6weon MaxMi. P. Shat (Kips) MaxM A1ua (Kips) MexM Va s! (K) MazM Baking (WOO ""M T-icn Od n) MezM M-M MuM M Dphn. Twisl(kip- Dellec5on Ba16 n inchs in M I.P. MinM Shea Aka (K,) K MinM Ms,M Vence' Barkilg (Kips) (Mi 8) Mill M Torsion (Nl Iq MinM Mi.M Minh Dphm. Twizt (kip Delleceen Bend 8) finches) 7-5 1 0.002 0.214 0.643 -29.560 -0.674 0655 .0.620 0692 -0.003 0.407 1.151 -62.970 -1.204 1.137 -1.110 2.116E ]-5 2 0.056 0263 -2.941 -17.000 0629 0.563 0.186 0081 0091 0524 52]0 -30460 1.12] 0.982 0335 ]-5 3 0.210 0.809 -4.0]1 4.360 0.725 0759 0,260 0.135 0.124 0333 2.272 .2.430 0.405 0434 0.145 7-6 4 0.272 0.641 -2.084 18.310 -0.062 1.097 -0.115 0.131 0.160 0.353 1.183 10.220 -0.034 0.633 -0064 7-5 5 0.391 0.692 1.208 12,840 -1065 0.970 -0602 0.130 0.227 0.383 0.674 7.184 -0.594 0.558 -0.336 7-5 6 0.486 0.730 0.224 1.521 -0.344 0.779 -0.1'50 0130 0.260 0.406 0.125 0.848 -0.192 0448 -0.084 1 7.6 1 0.526 0.746 -1491 2.136 0.288 0.278 0.251 0.130 0.309 0415 -0.832 1.191 0.161 0.180 0.140 7.6 2 0.619 0.7]3 -2.3]9 18.820 0.821 0.%9 0.576 0134 0.354 0.432 -1.328 10.500 0.468 0.040 0322 ]4i 3 0.729 0.797 1.355 28.830 -0.753 -0,203 -0.245 0.137 0,416 0447 0.756 16.090 -0420 -0.115 -0.137 7-6 4 0.785 0.809 3637 16870 -1.850 1.056 4)189 041 044 0454 2.029 9.414 -1.032 0.604 -0441 7-6 S 0.504 0,469 3.063 -10.320 -1.345 0494 -0.516 0.083 0.886 0833 5.490 -18.490 -2.410 0.863 -0.925 7.6 6 0.545 0.464 -0.202 -24.290 0.534 0.347 0.617 0.092 0.958 0.859 -0.362 -43.540 0.958 0604 1107 7-7 1 0.560 0491 -3.012 -22.800 1.944 -0.167 1.438 0.095 0.985 0871 -5,396 -40.590 3.487 4)r301 2.575 0.171 7-] 2 0.576 0.499 -5.352 -].385 3,209 0.303 2,151 0.10] 1.013 0.684 -9.593 -13.200 5.]55 0.524 3.858 0.192 7-7 3 1.0]9 0.908 -11.540 '40.630 7.390 -0.687 4,]32 021] 09613 0.613 -6.437 22.670 4.120 -0.328 20639 0.121 7.7 4 1.116 0.920 -9.581 79.870 6.614 0.308 4.183 0.239 0.614 0.520 -5.345 44.5]0 3.632 0181 2.332 0.133 5 1,189 0901 -2.506 110.500 2.652 -0.95] 1.]43 00256 00676 OZ,sl -1.397 61.830 1.477 .0.537 0.9]1 0.142 ]-7 6 1.223 0.951 1.]00 116.000 0226 0.018 0.183 0.259 0.6% 0.539 0.909 83.59D 0.122 0.018 0.101 0.145 7-7 7 1.256 0.980 5.643 99.220 -2,235 1.050 -1.401 0254 0.714 0.545 3.261 65,360 .1.250 0.606 -0783 0.142 7.7 8 1.314 0.975 12.360 55.640 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0.539 0.919 63.590 0.122 0.016 0.101 0.145 1.223 7 1.256 0.960 5.043 99.220 -2.235 1.050 -1.401 0.254 0314 0.545 3.261 55.360 -1250 0.606 -0.]83 0.142 1256 7-7 B 1.314 0.975 12.WO 55640 -6.290 -0310 -40D7 0.239 0.]48 0.554 6.8% 31.040 -3.511 -0.16] -2.236 0.133 1.314 7-] 9 1.335 0.%1 13.]20 7.052 -7.264 0.780 -6.660 0.221 0.762 0.557 7.654 3.923 -4.054 0455 -2.588 0.123 1337 ]-7 10 1.365 0.%] 8.480 -55.830 -5.577 -0.895 -3.881 0.205 0,779 0.561 5.294 -31.060 -3.1% -0.384 -2.168 0.114 1.365 7-7 11 1.368 0.98] 3.441 -82.320 -3.101 0417 -2.581 0.1% 0.781 0.561 1.920 45.950 -1.724 0.251 -1.431 0.110 1.368 7-8 1 0.781 0.559 -2.076 -48.140 -0.167 -0.615 -0.578 0110 1.368 0.984 -3.719 -82,670 -0.317 -0.804 -1.053 0,19 1.368 7-6 2 O.Tl9 0.555 -5.615 -31400 1.180 0.206 0.178 0.115 1382 0.978 -9.756 -%.260 2089 0.336 0.301 0.205 1.362 7-8 3 0.77] 0.541 -].818 2.]63 2.343 -0.809 0.890 0.123 1.355 0.955 -14.000 4.954 4.166 -1.090 1.570 0.221 1.355 ]-e 41 0.774 0.531 -7.084 29710 2.184 0.032 0.848 0.134 1.349 0.937 -12.690 53240 3.883 0.026 f 49] 0.240 1.369 7.8 5 0.757 0 -3.513 63.430 1.269 -0.]94 0.43] 0.143 1.318 0.883 -6.347 95720 2.250 -1.414 0.767 0.256 1.318 ]-8 6 0.740 0..476 4]6 -1.290 81.960 0.827 =0.187 0.254 0.117 1.288 l 0.846 -2310 111.000 1.684 -0.356 0.465 0.263 1.288 7-8 1 7 1 1.246 0.800 1.]8] 108.600 0.932 0.621 0.304 0 0449 0.936 60.620 00525 0.375 0.172 0.145 1244- ]-8 8 1.091 0.685 8.713 79.530 0928 -0.866 0.792 0247 0.628 04382 4.882 449400 0.512 -0.480 0.435 0.138 1.091 7-8 9 0.988 0.619 10.670 42.750 1,523 -0.212 1.485 0.228 0.558 0.343 5.956 21870 0.838 -0.102 0.806 0.127 0968 7-8 10 0.588 0.511 8.935 -8.122 4.182 -1.522 39687 0.208 0.342 0.278 4.%5 -4.523 2.316 -0.855 2.038 0.115 O.SBB 7.8 11 0.337 0.502 4,873 -33.280 8439 -1.294 5.192 00187 0.189 0.2]1 2.718 -18.560 3575 -0.721 2.876 0.106 0.337 ]-9 1 0.071 0.545 0.010 -35.120 8.565 -1.482 40514 0.181 0.048 0.294 0.041 -19.800 4781 -0.836 2.4% 0.101 0.071 7-9 2 -0,091 0.343 -2.037 -13.180 6.558 -0.760 3.403 0.095 -0.171 0634 -3.646 -23.590 12.140 -1.311 6.139 0.171 -0.171 ]-9 3 -0.205 0.412 -2.869 -0439 8.393 -09677 4.052 0.091 -0.369 0761 -5.137 -0.783 15.070 -1.1% ].300 0.164 -0369 7-9 4 -0.278 O. -2451 12.690 8.629 -0.681 3983 O.OW -0.4% 0.8% -4.387 22.750 15.840 -1.201 7.169 0.159 -0.495 7-9 5 -0050 S53 0.553 -2.106 23.3% -2.%2 -0.880 3.14] 0.085 -0086 1.019 -3.768 41.920 -3.683 -1.193 5.657 0.153 -0.085 ]-9 6 -0.080 0.612 -0.303 26410 -4,738 -0.68] 1234 0.082 -0.097 1.126 -0.536 47.330 -8,503 -1.193 2.213 0.146 -0.097 7-9 7 -0.527 1.290 8.171 40.860 -11.570 -0.853 -13.310 0.137 -0.307 0.704 4.558 22.810 11 -6.419 -0.501 -7410 09077 -0.527 7-9 8 -0.481 1,334 10.920 21.700 -30.990 -1.266 -24490 0.126 -0266 0729 6.094 12AW -17.250 -0.730 -13.040 0.0]1 -0.686 7.9 9 -0438 1.360 12.820 3,542 -56450 -1.654 -36.590 0.115 -0.282 0.744 7.158 -1.944 .31.480 -0,Im -20.40D 0064 -0.438 ]-9 10 0.163 1.379 11.400 -25620 -114.700 -2.086 -46.660 0.1% 0.072 0.751 6.3]1 -16.270 -66.020 -1.208 -26.020 0.059 0.163 7-9 11 0.251 1,395 13.]20 -53.650 -135.]00 -2.312 -50.830 0.100 0.120 0765 7.674 -29.930 -75.800 -1.362 -28380 0.056 0251 ]-10 1 -0.2]0 1.383 14.300 -64200 -143.500 -2.294 -49230 0.099 -0.171 0.763 89002 -35.830 -80.160 -1.318 -27.480 0.055 7-10 2 0.372 1.411 15.930 -89.610 -153.700 -2500 45.240 0.101 0.187 0.777 8,912 -49.910 .85,890 -1 -25.250 0056 0.372 7-10 3 0.017 0.780 -15,350 -70.060 56320 -1.762 -12.720 0.080 0060 1.405 -27.500 -125.400 100.800 -3M731 .22.800 09108 0060 7.10 4 0.387 0.810 -18,540 •41.940 88.300 -1.891 1.363 0066 0.723 1.459 -33.200 -75.020 158.100 -3.253 24% 0.121 0.723 7.10 5 0.521 0.885 -14.660 -7.924 56.220 -1.637 13.390 0.078 0.952 1.54] -26.210 -14.130 100.600 -3.1]9 23.930 0.139 0.952 7-10 6 0.725 0.8% -12.410 16.190 44.6/0 -1.782 15.970 0.089 1.305 1.5% -22.220 28.940 79.860 -3091 28.57011 0.159 1.305 7-10 7 0.992 0.905 -9.531 34.170 32.800 -1.500 15.410 0.099 1.786 1,607 -17.060 61.210 SB.6B0 -2.606 2].560 0.178 1.766 ]-10 B 1.333 0.851 -6.323 46.190 21.430 -0.916 12.970 0.108 2.356 1.508 -11.310 82.710 38330 -1593 23.200 0.194 2.356 7-10 9 1.]36 0.856 -2.497 51,420 8.240 -0.168 8.819 04115 3.049 1,161 -44% 92.W0 14720 -04297 15.7&1 0206 3.019 7.10 10 4.489 O.Oi7 4.260 84.730 -11240 -0.249 6.911 0.214 2.561 0.006 2.365 47.350 -6.250 -0.124 3.856 0.119 4489 7-10 11 -0.465 0.%1 -1.160 239860 -0.2]6 O.1% 2308 0.122 -0.789 0.116 -2.080 62.680 -0481 0.335 4.140 0.218 -09789 8-1 1 16410 53.350 9.3]7 -14.350 -2.4299 .159.500 -0.386 -0.003 9.518 31.380 50270 -84% -00843 -94.470 0283 -0.002 16.410 &1 2 23.620 61.260 12.130 2.910 -34,260 73.110 -9.838 •0.002 13.640 35.850 6.823 -1.712 -18.950 41.840 -5226 -0001 23.620 &1 3 249400 60.420 25.060 -3.844 -53.320 92.540 -15.160 -0.001 14,100 35.2% 14.060 -2.238 -29.850 52.900 -6186 -0.001 24600 8-1 4 23.210 58.3]0 24.510 -32.150 -97.670 101.404 -14.110 -0.001 13.120 34.110 13.750 -18.120 26.470 5]950 -7.565 -0.001 23.210 8-1 5 14.]20 50.720 51.290 -62.500 - 110000 76.940 -11510 -0.001 8.658 29.690 28.710 -35070 -61.230 44180 -6.120 -0001 14.7n- 5.1 6 16.600 51.270 52.540 - 124.400 -105.600 99.880 -9.980 0.000 9746 31.750 29.420 {9.720 -W,SW 579560 -5.268 0.000 16.600 82 1 30169 28.430 -33.180 -%.580 139280 28.010 -8.512 0.004 4.548 48.330 -59.260 -172.200 22.800 47.820 -16.040 0.00] 4.548 8-2 2 .0437 19.500 -23.950 -2].560 -2.983 -1.007 -5.655 0.025 -1.418 33.200 -42.750 49.1]0 -6.365 -7.812 -10.880 O.WS -1.618 8-2 3 4.286 9.682 -13.860 11.030 -1413 -21.380 -2.637 0.050 -7.359 16.540 -24.910 19.520 -3.118 37.030 -5.188 0.069 -].359 8-2 4 -3.1% 6.132 -10.430 39.970 09722 -W.7W -1.229 0.071 -5.319 10.420 -18.620 71.140 0.977 -53.000 -2.`506 0.126 -5319 8-2 5 0.285 2.048 -3.865 %.680 3,594 -27.870 1.260 0.0% 0.729 3473 -6.914 101.000 6476 -48.000 2.253 0.153 0.]29 8-2 6 2271 0.494 -0.562 Bd.350 4.213 -25.810 2.240 0.091 4.120 0.742 -1.017 114800 7,741 -43840 4.138 0.162 3.543 &2 7 7.124 -1.595 5.244 109.900 8.712 -MAX 5.743 0.156 4.061 -0.872 2.942 619560 4.682 -19110 3074 0.087 4.084 8-2 8 10.940 -5485 19.630 87.090 9.025 -32.840 7.981 0.131 6.3% -3.163 11.100 68320 4.760 -19.380 4.244 0.073 6.385 8-2 9 1150]0 -7.054 28.810 30.360 10.550 -19.310 9.388 0.093 6.745 -4099 16.110 16.9W 5.689 -11460 5.012 0.052 6.745 &2 10 9.811 -9.069 52.204 -58.120 14.510 -23.500 11.6]0 O.W7 S.B62 -5.326 29.200 -31490 7.807 -14.040 6.303 0.027 5.862 8-2 11 8.028 4359 66.600 -206.700 26.100 -11.880 18.010 0,007 4.818 -5.522 37.210 -116.800 13.190 -7,171 9.885 0.004 4.816 63 1 3388 -5370 -27.960 -100.600 3262 -7.734 5493 0000 5.576 .9.015011 -50.080 - 179.900 6.081 -12680 10.030 0000 3.3W Design SBip Faces Vail 's Front Door Mitl La.W fm Design Strip Faces 1%; Vars Front Dom Mid Level M.M I.P . Mach Me M Mach Mach MmM M-M M.M Min M I.P. M`M MmM M.M MinM MmM MinM MinM ID Section I Stwm Attlel Vertical Bendrg TmsiOn Dphm. T4.t(WP. Deflection Sher A)dW VBrtical Bendng Torsion Dphm. Twist (gµ DeIM b. (K s (K a (Kip.) (Id It) Own) Bend it) (inches) (K (K ) Kt s) Iltl k) (M k) Bend k (m¢ ) 8.8 &8 1 2 0.778 0 06 0.410 .51. 880 -190700 1.957 -0.461 -3.989 0.003 1.362 0.697 -92.580 -341.]00 3.488 -0.640 -],133 0.005 .8 0.395 -40.570 -72A00 -0.630 0.131 -3.560 0.022 1.412 0.669 .72 -129700 -1.167 0.193 -6.384 0.039 &8 &e 3 6 0.85] 1 530 0.35] -23.190 .4.773 1.686 -0.810 -4.819 0.048 1.495 0.600 -41.540 -8.539 -8 A39 -1460 -8.664 0.085 . 0.557 -29.600 ]5290 .11.290 -0.278 -10.060 0,127 0.8]9 0.334 .16.640 42.030 -6177 -0.127 -5.596 0.071 &8 &8 5 1.595 0.451 -10.650 115.100 -16.310 -2071 -12.820 0.155 0.920 0.274 -5.949 64240 4073 -1-.154 -7.13] 0.087 6 1.628 0.387 -2.184 131.100 .18.560 -0.833 -14.000 OAU 0.940 0.237 -1,226 73.190 -10.330 -0.437 -7.794 0.092 &8 &8 7 8 1.661 0.314 6.039 120.700 -20.520 0.455 -14.8]0 0.155 0.961 0.195 3.363 67.440 -11,420 0.310 -8.285 0,087 1.748 0.125 23.030 81.570 -22.310 •1.485 -14.950 0.128 1.012 0,085 12.850 45.620 -12.430 -0.797 -8.344 0.071 808 &8 9 1.812 -0.008 32.470 10.820 -20.]80 -0.038 -13.610 0.067 1.048 0.008 18.120 8.150 •11.590 0.029 -7.613 0049 10 1167 -0.249 30.550 -52.210 -3.073 -1.070 -3.934 0.024 2.025 -0455 54.740 -93.760 -5.440 -1.940 •6.934 0.042 &8 &9 11 1.258 -0.470 37460 -141.900 7.235 0.082 2420 0.003 2.188 -0.844 67.150 -254.400 13.100 0.06311 4.514 0.006 1 -1.380 -OA22 -34.660 -133.800 -1.196 0.244 3.274 0001 .2492 -0,755 -62.140 -240.000 -1.743 0.380 6.119 0.002 8-9 &9 2 3 -1.245 1 7 -0.115 -27.560 -64.530 9.02] -0203 9.603 0.003 -2.249 -0.205 .49.420 -115.800 16,630 -0.429 17.520 0.015 - .0 6 0.102 -20.900 -14.560 14.820 -0.478 11.510 0.020 -1.847 0.185 -3]480 -26.100 27040 -0934 20.960 0.036 8-9 &9 d 5 -1.609 0449 -28.920 35.160 31,810 -1.173 23.010 0.058 -0.866 0,247 -15.010 19.580 17.370 -0.604 12.640 0.031 -1.237 0.607 -17A90 73.320 32.870 .1205 23.500 0.0]2 -0.6]7 0.333 -9.752 40.780 18.080 -0.615 12.930 0040 8-9 &9 6 7 -0.378 0.565 -7,232 68.330 37760 -0.307 21.520 0.080 -0.191 0,304 -4.038 49.120 20.830 -0.106 11.640 0.045 -0.044 0.528 7,888 90.540 31.360 -0.281 20.550 0.078 -0.007 0.26] 4426 50290 17410 -0.145 11.380 0.043 &9 8.9 8 00315 0.331 16.800 71.700 32.170 -064] 19.230 0.068 0.191 0.145 9322 39.800 1].950 -0.366 10.700 0.037 9 0.621 0.066 26.410 31880 34.950 -0,881 17990 0.047 0.357 -0.018 14.660 17.570 19.630 -0.522 10070 0.026 8-9 &9 10 1 0.464 -0.204 20.610 -18.650 23.040 -0.605 9.512 0.014 0.864 -0.247 37.140 -33.570 40.800 -0968 16.890 0.025 1 0.572 -0.404 27200 -71.820 29.520 -0592 7,304 0,003 1.043 -0.583 49.020 -129400 52060 -0.871 12.780 0.006 &10 8 10 1 0.579 -0.592 1A28 -74.080 62A20 -1.130 5.693 0.000 1,081 -0.90] 2.231 -133.300 111.400 -1.805 9.896 0.000 - 2 0.616 -0.748 ]532 -78.870 81,710 -1.217 -2.612 0.000 1.168 -1.184 13.220 -141400 145.500 -1.938 -5.060 0.000 &10 &10 3 0634 -0.881 -27.220 -8].]10 -735.100 -1.026 -21.520 0004 1.217 -1.432 -48.760 -15].000 -242.100 -1,623 -38.950 0006 4 0.704 -1.002 -20.150 -48.390 -93.890 -0.599 -29.150 0.012 1411 -1.664 -36.080 -06.780 -166.500 -0.928 -52.590 0021 8.10 &10 5 0.898 -1.085 -18.030 -20.110 -71.270 -0.017 -29.370 0022 if -1.840 -26]10 -36.260 -128.000 0.010 .52.940 0.039 6 1.999 •1.958 -24.280 3.030 -94.130 1.345 -46.370 0.059 1.119 -1.141 -13.550 1.904 -52.460 0,769 -25.220 0.033 &10 8.10 7 6 2.462 -1,951 .21.900 37.820 -62.640 3.111 -34.220 0.0]8 1.406 -1,139 -12.190 21.330 -35.070 1.758 -19070 0.044 3.083 -1.743 -20.200 70.060 -47.360 4.72] .27.260 0095 1.765 .1.031 -11.240 39.260 -26.520 2636 -15.200 0.063 &10 &10 9 2.938 -0.767 -17.480 97.500 -61.390 2407 -1].020 0.106 1.695 -0488 -9.729 54.510 -34.290 1.288 -9.510 0.060 10 1.194 0.391 -6.871 123.300 -29,200 -0.958 1430 0.113 0.895 0.165 -4.93] 66.840 -18.280 -0657 0]88 0.063 8-10 9 1 11 -0.068 0.157 -0511 45.380 0.741 OA51 -1,223 0.113 -0.032 0.045 -0181 25.360 0.388 0.2]4 -0,697 0.063 - 1 20.540 7.826 -11.070 146.400 -83.130 119.2!10 -52.900 0.046 12210 4.461 -6.581 66.260 -48.080 69.790 -30.910 0.027 41 41 2 3 9.864 7.884 1.T/3 168.000 -56630 15]300 36440 0.05] 5.870 4,345 1.06] 98.920 -35.070 93.600 -22.120 0.034 -0.488 9.501 14.390 141.100 2.792 142 300 -9.044 0059 -0.184 5.396 8494 83.130 -0.629 85.680 -6.611 0.034 &1 9 1 d 5 -5.763 12.390 23.000 65.590 6].930 .190 ]6 21.150 0,048 -3.3]4 ].089 13.690 38.780 36910 4].5]0 10.580 0.026 - -4.141 8.293 21.250 -30.580 106.800 1.616 27,170 0.016 8.936 14.410 35.810 -52.0]0 189.100 -2.074 49.030 0.028 9-1 72 6 -3.237 9.830 28.040 -126300 1]4400 -54.920 31.410 0.007 -5.233 16.950 47250 -214.300 304.500 -96.850 53.540 0.012 1 -5.973 8.201 -11.980 -55.540 40.320 59.240 4.437 0.006 -10.560 14.210 -21.390 -98.100 72.100 99.900 8.140 0.010 &2 92 2 3 -7.223 5 8.676 -7.569 -21.750 to 000 40.180 3.991 0.009 -12310 15030 -13.460 -38.000 24.820 67.690 7.102 00016 - .459 8.473 -3.4&5 -4.40] 8.772 27090 2983 0.018 -9.058 14.530 4.123 -7,346 11.960 45.130 5.2]8 0032 9-2 92 4 -3.542 ].285 -2.802 -2.219 -0.138 16.850 2.708 0.029 -5.773 12.450 -4.951 3.]26 -0A71 28.130 4.806 0053 5 -2.476 8.2&1 0.1]2 -10.370 0463 6.965 0.327 0.043 -4022 10680 0.361 -18.530 6.18] 11450 00583 0.078 9.2 6 -1.486 4.891 -1.917 -19.020 -3.370 3.3]6 -4.112 0.062 -2.462 8.294 -3404 -34.140 -6029 5526 .7166 n11r Design Strip Faces A14 Val'. Front Door MId Level D.7 Snip F- M. V I.P. M. v M. v Max V Max V M- V Max V MSS V Min V I.P. Min V Min V Min V Min V Min V Min V Min V M" P I.P. ID Section Shear (Ki Ada K PS) Vertical (Ki s) Banding (k ft) T-1. fii in Dphm. Bendn Twist(hp- It) Deflation (IncM1es) Shen (KIPS) A" (Kips) VSSIJ I !Kips Bantling (ki tt) Torsion (bp- ttl Dphm. Bentlin Tvvist(ldp- ft) Deflection (inches) I Shear (Kips) &8 &8 8-e &8 1 2 3 4 0.776 0.805 00857 0,879 OAIO -51.680 -1%.700 0.395 -40.570 42400 0,35] -23.190 4.773 0.334 -16.640 42.030 1.157 -0.630 -4.688 -6.277 -0461 00131 -0.810 -0127 -3969 -3.550 -4819 -55% 0.003 0,022 0048 0.01 1.362 1.412 1.495 1.530 0.697 0.%9 0.600 0557 -92.580 -361.700 .72.680 -129.700 -41540 -86539 -29800 75.2% 3.488 -1.16] -6439 -0.040 0.193 -1.464 -0.278 -7.133 -6.384 0.005 0.039 0.085 0.127 1.362 1.412 1.495 1.530 8-8 88 84 9 8.9 &9 &8 &9 5 6 7 8 9 0 1 2 3 4 5 8 0.920 0.940 1.661 1.748 1612 2.025 2.188 -1.380 -1.245 -1.076 -0.886 -0.677 -0191 0,274 0.237 0.314 0.125 .0.008 -0.455 -0.841 -0.422 0.115 0.102 0.247 0.333 0334 -5.949 64.240 -9.073 73.1% 6.039 120.700 -20.520 23.030 81.570 -22.310 32.470 10.820 -20.7W 54.740 -93.760 -5.440 67,150 -256.400 13.100 -34.660 -133.800 -1.1% -27.560 -64.530 9.027 .20.900 -14.550 14.820 -15.010 19,%0 17.370 -8.752 60.7% 18.090 -4.038 49.120 20.830 -1.154 -7.137 -0.43] -7.796 0455 -14.870 -1465 -14.950 -0.038 -13610 940 -6.934 0063 4.510 0244 3276 .0203 9.603 11.510 O,,9M 12840 -0.615 12.930 -0.106 11.840 0.087 0.092 0.155 0.128 0.%7 0.042 0.006 0.001 0009 0.020 0.031 0.040 DW6 1.595 1628 0.%1 1.012 1048 1.167 1.258 -2492 .1.94] -I,W9 -1.237 -0.378 0.651 115.100 0.387 -2.164 131.100 0.195 3.363 67.440 0.085 12,850 0.008 1.120 6.150 -0.249 30.550 -52.210 -f 1.470 3].480 -141.900 -0.755 -62.140 -240000 -49.420 -115.000 0.185 -37.680 -26.100 0.449 -a.920 35.160 09607 -17.490 73.320 0.%5 -7.232 88.330 -16.310 -18.580 -11.620 -11.5% -3.073 7.235 -1.]43 16.630 27.040 31.610 320870 37.760 -2071 -0.633 0310 97 0029 -1.070 O.OB2 0,380 -0429 -0.934 -1.173 -1.205 -0.307 N-122.m 5 4 0 9 0 0 23.010 230500 21.520 0155 0.164 0.%7 0.071 0.049 0.024 0003 0.002 0015 0.036 0.056 04072 0080 1 1.628 1,661 1.574 1,614 1.167 1.258 -1300 -1.245 -1.94] -1.609 -1.237 -0378 N 8.9 &9 8-9 &9 8-10 &10 8-10 &f0 7 8 9 10 11 1 2 3 4 -0.044 0.315 0.621 0064 1.043 1,081 10168 0.830 0.744 0.528 0 331 0.066 -0.247 -0,563 -0.%7 -1,184 -0.882 -1.002 7.98 %.640 31.360 16.800 71.700 329170 26.410 31.680 34950 37.140 -33.570 40.800 49.020 -129.400 52.060 20231 AM.300 111400 13220 -141400 1459500 -27,220 -87.710 .1356100 -20,150 -48.3% -93.8% -0 .281 -0.647 -0.881 -0.968 -0.871 -1.805 -1.938 -1.026 -0.599 20.550 1992W 17.990 16.890 12.780 908% -5.080 -21.520 29.150 0.078 0.066 0.04] 0.025 0.005 09000 0.000 0.004 0.012 -0007 0.191 0.357 0484 0.672 0.5]9 0.616 1.217 1411 0.267 0.145 .09016 -0.204 -0404 -0.592 -0.]48 -1.432 -1.664 4426 50.2% 9.322 39800 14.660 170570 20.610 -18650 27.200 -71.820 1.428 -]4.080 7.532 -]8.070 4117W -157.000 -W.080 .86.760 17410 17.950 19.830 23.040 .520 62420 81.710 -2426100 -168.500 -0.145 -0.386 -0.622 -0.605 -0.592 -1.130 -1.21] -1.623 -0.928 11.380 10.700 10070 9.512 7.334 5.693 -29612 -38.950 -62.50 09043 0.037 0.026 00014 0.003 0.000 0.000 09008 0.021 -0.044 0 315 0.506 0.708 0.572 0.579 0.616 0.634 0.744 &10 &10 8-10 NO 8.10 B-10 8-10 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-100020 0040 102 4 1.885 3,127 -136]0 62.360 -16410 -2.488 -164100 00100 0.998 1.720 -7626 346790 -90173 -1465 -0,644 0058 102 5 1.65] 26593 -3762 TI.790 -7.164 -30779 -60093 00119 0.961 1442 -2099 43.400 46008 -2.175 -3410 00066 102 6 1625 2361 0.571 63.000 -0958 -2.154 -0,673 0.125 0.93] 1.319 0.318 46310 -0.543 -1226 -0.383 00]0 102 7 1.589 2,153 4804 75.630 574] -0.597 4.607 0,118 0.913 1207 2680 42310 3200 -0.327 2.565 0066 102 8 1512 1.800 14970 58.960 146020 -1.844 12.620 0098 0.885 1015 80352 32.900 ].818 -1.042 7037 0.055 102 9 tA76 1.651 21.700 18320 140310 -0.434 14.520 0.069 O.Bd3 0932 12.110 10.230 7.981 -0.237 8,101 0.039 102 10 0.812 O.]86 23260 -23.400 1.626 -0.944 7.953 0.019 1.425 1388 41.890 -41940 2.916 -1.6]0 14.260 0.034 102 - 11 0606 Oami 31.140 -92.230 -5.230 60,169 10.160 0003 1414 1271 55800 -165300 -9372 -00308 18210 0.005 103 1 0671 0.685 -26.550 -81.980 19.090 -0.763 46724 0.000 1.176 1172 -47.580 -146.900 34.210 -16332 8.468 0,001 103 2 0660 0500 -12,860 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O.7J8 . -0.028 -32030 -100.700 1].940 -0.543 -0.073 0.001 1.417 -0.043 -57390 -180.400 32190 0 -0.925 0 265 -0.104 3322 0.003 0021 O.T8 0815 166 2 0.815 -09025 -23.600 -30.280 8.878 0.103 1,837 0012 1.487 .0038 -42.120 -549260 15.95 . 06 ,66 3 0906 -0.008 -12.040 3.6% 1304 .0.793 0.375 0.026 1.661 -0.000 -21.570 6.594 2,531 -1.340 0.711 4 0046 %7 0 0.9 1 767 166 4 0.962 0.012 -8210 25.970 1042 -0009 0837 0.037 1.767 0.019 -14.710 66.510 1.927 0.120 1.5 3 . . 1066 5 1105 0083 -2.511 34.100 4.%9 -1039 4.350 0.045 29035 09127 -4.556 61060 9000 -1.732 7855 0.080 1.719 166 8 1.202 06147 -0.168 36.860 8 331 0004 6.938 0.046 2.213 0.223 -09312 66 010 15.050 0.204 12.500 0.082 16]0 10-6 7 2439 0.3% 3.583 %.570 21.9% 2645 17.340 0.075 1.320 0237 2.009 32700 12.180 1332 9631 11.0 0.042 0 033 2.066 9 2M 166 8 3.110 0770 11.680 ]7.600 33.050 1.741 24.910 0.059 1.716 0.514 6.535 20.%0 18.250 0895 . 166 9 3.612 1.044 16.160 1.746 35180 4 26.290 0.03] 2015 0.704 9.043 0.905 19.690 3.598 6 6 14800 610 12 0.021 009 0 3.135 4 676 166 10 5:197 1305 25.910 -50.480 37.000 22.460 0016 30006 009]3 14440 -28.390 20.440 4. 8 . . . 166 11 5.259 0.692 31.590 -126.100 349820 15.470 0002 30078 06594 1].480 -70.420 19.]50 7.667 8.980 0001 4.743 167 1 1 981 888 9 -18970 -]9.070 -12.300 0 10.120 0001 3.2]3 15730 -36040 -139.700 27.200 116.200 15670 0001 3273 167 2 . 2 . 69414 -13.410 -36.730 -246270 0 3536 0 005 0.336 9826 46.030 90.040 3.371 0.009 0.341 10-7 .0. ! 0.818 -8.968 -27220 0 2-0 0442 0"2 0013 -1.191 0430 -18600 -1-50 33.900 -2395 0.022 021 10-7 4 -1 0% -4 931 -5.181 2 -26110 0 0.010 0021 -1.914 -9.263 -9.953 21.590 410 3279 0.036 1 167 S . -1 11 . -9 82] -1]38 23430 -22940 0 1.571 0.02] -1].4 -3.90. 42.690 -]8.030 -0.513 0.040 1.118 167 . . -1.51 2,538 43.660 0 6997 0.048 -1.432 -18820 1442 42740 -27.150 -913]0 6]880 3.180 11 800 0.045 0 031 -0.984 -0 5% 167 7 -1.078 .23.810 14.610 67.150 -12630 0 18020 0.055 -0.5% -13.650 8844 37.710 - . . . 0 5 167 B -0.82. -19.230 22.180 52.620 0.528 0 23.930 0.048 -0455 .10.990 131% 29.210 -52350 15.010 0.027 4 - 10-7 9 -0.964 -12.%0 31.550 18.880 4.590 2].810 00035 -0.543 -7.108 189%0 96%2 7.618 -30440 170050 00020 -0.543 167 10 -1.862 75.406 43.610 43,380 27.050 .13.640 29.200 0.018 -10]1 -2932 25.550 -9630 14.360 -90% 17.730 14 660 0.010 0002 128 3 16] 11 -3.441 0.499 58.430 -146.300 36.340 8.980 24110 0.003 -2.029 0.504 31.150 -866520 19.060 3.551 , . 11-1 1 057 -10.780 -1 -12.660 -60210 15.850 5.529 8905 0..2 -1676 -16.710 -20.230 -80.560 24410 0629 13.770 0.003 -1.057 11.1 . 0 823 -7168 -13.210 -15.620 5.0 1 99 3.147 9600 09014 1471 -11.630 -21.300 -24.680 24.030 4.910 14.180 0.023 0.823 11.1 . . 1 974 505 2 -11 .110 6.028 16850 1067 9.%3 0.028 3.398 5.570 -17.990 11.630 25.020 1164 14.8]0 0044 3.398 11.1 . 0 863 . 9.808 -7.130 18.180 22.130 0.904 12.750 0.041 1441 17.820 -11380 32.400 34.200 1.702 19.710 0065 1-1 11-1 . 1 25 1.346 14.550 0052 -0.194 19.600 -7781 48.600 40.250 2.510 096 22910 26 890 0.083 0 0% -0.194 -3394 2 22.270 00]8 3061 11890 -1.782 2].510 47.060 -0 . . %6 E -3.130 13% 0500 2.69] 33.840 -2.442 19.460 0088 -3.495 0.599 -0022 2,132 40.050 -3.166 23.050 0.110 -3. -1908 -2.68] -1.081 -5,4n 24.110 -7.924 13.920 0.8 -2.116 -3.714 -1191 -5.%1 285. -9.358 30 0.122 -1374 OT7 1 .3.416 4.217 -1.303 1.170 -5625 0.4. 0080 10]60 -5.4]5 .6661 -3.202 1151 -9040 0 0137 11.1 . 1610 -0,131 -3.2(19 13.510 -7480 -3802 -4.461 0.097 2.636 .0.25 -5029 20.350 .11.%0 .5885 -].145 0.150 1.610 0.094 -2.531 25.990 106]0 0.821 -8.989 0104 2.064 0.147 -3.936 60.440 -16.590 1.2]6 67 13.980 10 270 0162 165 0 2142 -1 582 11.2 l .1.026 0.016 -0,975 11.000 7447 2.530 6.549 0610] -1.582 0.143 -1.810 17.060 11110 4.1 . . . 11-2 2 71.026 0016 -0.975 11.490 7447 2008 7341 0.106 -1.582 0.143 -1.610 17.990 11710 3%1 11450 30 0.167 169 0 -1.932 -1 582 11-2 3 -1.026 0.016 -0.975 11.9% 7447 1485 8.133 0.109 -1.582 - 0.143 -1.810 18.910 11.710 2555 12.6 . . 11-2 4 -1.172 0.875 -0.118 9641 6.149 0215 3726 0.110 -1.903 1538 -0.357 15.230 9.945 0.542 28 6038 6 038 0.1]0 0 172 -1.903 -1 903 11-2 5 -1.172 0.875 -0.118 9.700 6,149 -0.352 3.726 0.111 -1.%3 1.538 .0.357 15410 9.945 -04 . . . 112 6 -1.172 08]5 -0.118 9.760 6.149 -0,946 3726 0.112 -1.903 1.538 -0.357 15.590 9945 -1.391 8 6.038 3 %5 0.173 113 0 -1.903 067 -2 11.2 7 -1.791 1.486 2.030 9.97] 8917 -2488 U. 0.175 -1.151 0.943 1.305 6.414 5.732 -1.5 6 . . . 7 11.2 8 •-1.791 1.466 2.030 8.942 891] -3.380 6.168 0.17] -1.151 090.3 1305 5.749 5.732 1 2 759 3.%5 934 3 0.114 115 0 -208 067 -2 11.2 9 -1.791 1.466 2.800 ].906 8.0 -4292 6.120 0.178 -1.151 0.943 1..00 5081 5.36 - . . 5 . 0 115 . -2567 11-2 10 -1.791 1.486 2800 6479 8.340 -5.20, 1.177 0.180 -1.151 0.943 1.800 4.165 5.361 -3.345 0.7 6 0 261 . 0 116 339 3 11.2 11 5.659 -1.434 1.224 -0034 -1.297 -19]54 -0.53fi 0.180 3.339 -0812 0.722 0.000 -0.710 -1060 . - . 5 0 . 511 6 12-1 1 -3.860 2]60 -25.340 -61470 -6.775 0.%7 12.110 6 003 0003 006 0 -6511 543 -7 4.580 482 2 43.250 -35 150 -103300 -55010 -14.620 -32.510 ].305 -17.860 20.100 10.400 0. 0 0.009 - . -7.543 12.1 1 1 2 3 -6.481 -3165 1428 -20.640 139 -18 080 2 -33.210 .13.1. -1].790 -1.760 -14.780 -25.330 . 6006 . 0010 . -6369 . 3.582 . -30.710 -21.210 -5.477 -34.940 10.490 0.016 6369 2. 1 4 -4 1% . 0637 . -13 920 2944 -6004 -41.7. 5.689 0013 -].038 1.175 .23 .490 6.241 -11,780 -61.640 9.953 0.022 -7.038 12. 12.1 5 . 3032 . 1348 -12.220 14.300 6.108 -51.070 4.574 0.017 -5.165 2257 -20.590 25.010 8.137 -76580 1 510 8067 9 810 0.027 000 0 -5.165 -1 819 12-1 6 • -0.941 1.724 -6.681 17.980 14.050 -60.060 5481 0.019 -1.819 2721 -11120 30.900 22.130 . -9 . . . 39 12-1 7 4461 2.807 -0.321 23.000 3.9]9 -51.380 6.612 am 6.574 4.243 -0.713 39.]60 -4.112 6 -711,UO 480 54 11850 7828 0.032 0026 69 10370 12-1 8 10320 4.122 1.079 34.9,0 13.890 -68280 7.916 0.032 7.92] 3.05] 0.602 31.090 .090 1 . - 0380 12.1 9 10.150 2.553 8.220 31 760 16430 -68010 15400 0032 6.676 1.785 4868 18.650 8422 .43.290 40 8.772 117 8 0.020 0 019 1 145 7 12.1 10 11.120 -0.327 19.730 20 610 90.390 -37 400 14.4. 0030 7145 -0.054 12.040 12.310 55 240 -23.5 . . . 3 12-1 11 11 100 -0.293 20.810 -2.384 103.200 -238% 16.0 0.026 7.133 -0.032 12.740 -1.6% 63440 -14.870 9.298 0.017 ].13 13.1 . 230 1 -11 46 1%0 -24.600 -35690 -61420 -04.040 5.066 0005 -19.380 81.140 -43.810 -63.360 -109.000 -148.900 9468 0.009 -19.380 13.1 2 . 3 626 . 16 2% -8288 7748 -6239 6.3. -5.419 0038 6.501 28.370 -14.800 13860 -14.580 10.260 -9.522 0068 6.501 13.1 3 . -0 806 . 4 428 -46552 3]780 -11.580 22.960 -8.165 0069 -1.242 ].712 -8.158 67.%0 -20.7. 39.830 -14.6]0 0.124 .1.242 13.1 4 . -7.559 . -3616 1.639 95260 -27.600 39.680 -22.780 0.136 -4.334 -2.030 0.924 53.190 -15.370 22.630 1 2 -12.700 900 18 0.076 0 050 -4.3]4 345 -2 131 5 4.085 4.345 11.010 76340 -41.520 18.110 -33.870 0090 -2.345 -24. 6.153 42600 -23.160 0 % . - . . 9 131 6 -0.664 0 950 23.990 .7.92] -%.420 2 866 -43.870 DODO -0 399 -0.536 13.3% -4.433 -31.690 1.805 -24 4% 0.000 -0.39 141 1 600 -15 -8864 -19430 61.030 50.200 -56.220 22.990 0027 -26.480 -15.060 -33.1% 69450 90.0]0 -%.130 40.940 0.046 -15600 14.1 2 . 190 -17 .7203 270 104.000 -12 66.820 -131.100 29.470 0.9 -29.360 -12.140 -21030 177.500 116.700 -225,00 .-0 0.085 -1].190 14 1 3 . 160 -13 -6693 . 848 134.000 -4 662% -202400 29.900 0.066 -22470 -11.240 -8.602 229.100 113.800 -346400 50.170 0.115 -13.160 . 14.1 4 . -12 110 859 .9 . 232 220.400 5 68.380 -416900 37.070 0.132 -7069 -5.883 3.355 128.300 41.310 -243800 72.750 0.0]6 -7.069 14.1 5 . 34% . 668 .5 . 180 140.200 20 2.692 -]87.600 22.560 0.138 2056 -3.390 12.060 81.120 3.178 -226.200 14.310 0.070 2.056 14 1 6 11 000 . -1 %2 . 29 740 25.780 .1661201 -299.400 4.323 0.140 6."S -0.%0 17.880 13.130 -9.213 -174.200 2.808 0.079 6.445 . 1q 2 1 . . 290 -4 863 -12 . 149 -0 -5.043 -22.4]0 -6.627 0.080 -8229 -21.060 -0.395 -13.500 -11.2`50 -37.590 -12.370 0.112 -4.863 - 14.2 2 . -6 392 . -10 330 . -1.615 -6.663 1286 .27.210 -3%6 0.083 .11200 -17.760 -2968 -11.270 1.]11 45.940 -6.]22 0.148 -6.392 14 2 3 . -2 532 . -9499 586 -2 -0.309 -5096 -23.040 -6057 0089 -4.726 -16.500 -4.663 0.105 -9.3% -38.610 -11.040 0.159 -2.532 - 14 2 4 . 6386 -5 272 . -3072 9.065 .21.950 -28.940 -13.060 0.096 10.810 -9.349 -5495 16.700 -39350 -48.630 -23.430 0.172 6.386 . 5 9 600 . -1 250 005 -3 18.230 -24.0`. -34.290 -13260 0.104 16.520 -2364 -5.3% 32.970 -43.060 -58.440 -23.]50 0.187 9.600 td-2 14-2 6 . 9902 . 1801 . -3.191 28.510 -13310 -32.140 -7.164 0.111 1].130 2.983 -5701 51.250 -23.880 -55.190 -13.910 0.199 1].130 Akg1 Design Strip Faces NIIOtl Val's Front Door Mid .e MI P M. p Max P Mar P Men P Met P Max P Min P I.P. Min P Min P Min P Min P Min P Min P Min P ID Section AAA Vsrtica Senbng T-im Dphm. Twist (kip D..x an- Ada Vwtka Bmdng Torsi. Dphm. T.st(kip Deflectim (KI s Kos) fd tt fki 0 Bw101 ft (Inches) (Kips) (Kips) (Kips) Iki ft) fkl 10 B.CI 0) (inches) tbt 1 29050 -8888 -18.690 -2.827 12.850 -7.926 0000 2.345 17.820 -5.147-11.090 -1.340 8.174 -473 0000 1P1 2 12.760 -7.040 -10.850 -6.186 -18.810 -10.330 0.005 1.723 7.963 -4.087 -6.3T -3.216 .10.730 -5.738 0.002 10-1 3 6,408 -1.418 7441 -6.749 -22.260 -9.626 0.011 2384 4009 -0.917 4.139 -3.537 -12.840 -5.364 0006 161 4 2.813 1508 130880 -60761 -25.990 -8.841 0.013 2.547 1426 1.886 7.741 4659 -160320 -4.%4 000] 1Pi 5 5.698 19150 -4317 -5.486 -3.724 -10.980 O.OOB 2.510 2.831 10170 -2.485 -3082 -4.3% -6.225 0005 1b1 6 60880 45.960 -100.600 -0.846 4.988 .17.210 0.001 0.955 1653 25.680 -56.100 -0695 1.578 -9144 0001 1P2 1 4.281 -52.940 -167400 -2.148 -1.963 -25790 0.005 0.932 2.289 -29.550 -82.2% -1.229 -1.608 -14.460 0.003 162 2 4.023 -39.280 -32.150 -11.740 -1.807 -21.730 0.036 0.99] 2.167 -21.920 -17.970 -60585 -10281 .12170 0.020 10-2 3 3,419 -20.060 24140 -17.800 -4.029 -17.910 0.071 1.006 1.869 -11.190 13.790 -9.9% -2.431 .10.020 0.040 10-2 d 3.127-13.670 62.360 -16410 -2.488 -15.100 0.100 0.9% 1.720 -7626 34.790 -9173 -1.465 -8404 0056 1P2 5 2.593 -3.762 7]790 -7164 -3.779 -6.093 0.119 0.%1 1442 -2099 43.600 -4.008 -2.175 -3610 0%6 162 6 2.361 0.571 83.000 -0.958 -2.154 -0.673 0.125 0.937 1.319 0.318 46.310 -0.643 -1.226 -0.383 0070 10-2 7 2.153 4.804 75.830 5747 .0597 4.607 0.118 0.913 1.207 2.680 42.310 3.200 -0.327 2.565 0066 1P2 8 1.800 14.970 58.960 16.020 -1.844 12620 06098 0.865 1.015 8.352 32.900 7.818 -1.042 7.037 0055 1b2 9 1.651 21.700 18.320 14.310 -0.434 14.520 0.%9 0.843 0.932 12.110 10.230 7.%1 -0237 86101 0.039 10-2 10 1,388 41.690 -10940 20916 -1670 140260 0.034 0112 0.786 23.260 -23.400 1.626 -0.944 7,963 0.019 162 11 1.271 550800 -165.300 -9.372 -0.308 18.210 0.005 0.806 0.721 31.140 .92.230 -5.230 -0.169 10.160 0.003 163 1 1172 47,$80 -166.800 34.210 -1.332 8.668 - 0.001 0.671 0.665 -26.550 .81.980 190090 -0153 40726 0.000 10-3 2 1.021 .22.690 .26010 13.260 -1491 8.145 0.011 0.860 0.580 -12660 -14.510 7.1 -0.844 4.545 Owe 163 3 0890 -6.123 23.310 3.090 -1.582 3.551 0024 0.617 0.506 -3.416 13010 1.724 -08% 1.981 0013 163 4 0.829 0.273 31.800 2.963 0.348 2.1% 0.026 0.841 0.471 0.152 17750 1.653 0.201 1.175 0,014 163 5 0.719 15.560 .0.639 -4.182 0.189 -0053 0015 0.637 0409 8666 -0.357 -23. 0.110 -0.030 0.009 10-3 6 0.618 36.120 .91.410 -15450 0.124 2.554 0.002 0.653 0352 20.150 .51.010 -8.623 0072 1425 0.001 1P4 1 09572 -36.620 -92.380 13.400 -0.803 -3.5% 0.002 0.548 0.326 -20.440 -51.550 7.476 -0.454 -1.986 0001 164 2 06501 -15.850 1.908 36269 -1.084 -09733 0018 0573 09285 486843 1.%5 1824 -0613 -0409 0.010 164 3 0433 -0.682 35.690 -2.2% -1.270 -2.045 0030 0.586 0.247 -0381 19.910 -1159 -00717 -14141 0.017 10-6 4 0401 5.617 27930 -1450 0.532 4952 0.028 0591 0.228 3134 15.620 -0.809 0.301 -1.647 0.016 1P4 6 0.336 22.320 -21.620 -11420 0.3% -6.602 0.014 0.605 0.191 12.460 -12060 -6.373 0.201 7683 0008 10J 6 0.268 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-32.140 -29.070 -25.390 0.009 -3.983 2.818 -5.184 -1].680 -17.510 .13.960 0.005 17.4 3 11.7W 1.544 24.070 -17.110 32970 -178]0 0.015 0.851 6680 0905 13470 -9.239 -20.0. -9748 0.008 17.4 4 14080 15.730 =1400 5,510 -38.7]0 -10.390 0.005 4.402 7934 8.871 -7993 3.3n 24.020 -5.680 0.003 174 5 5.10 9.351 -18.570 -70410 -84.880 -7.193 0.000 -1.340 2.]95 5481 -9.835 -38.580 -50.510 -3.623 0.000 17-4 6 1.781 -18.340 -53.090 -%.630 -35400 -53.070 0.000 6.713 1.064 -9523 -32.110 -W.230 -22230 . -32.680 0000 18-1 1 -0.6% -0838 .10.820 -2.224 2.355 2.809 0.000 1.656 -1,719 -1.945 -20.510 -4.824 4.756 2.607 0.001 18-1 2 -0.98S 1.090 -13.120 -5.351 2.011 4.580 0.001 1.150 -1.944 1461 -24.090 -9.W2 4.096 ]473 0.002 18.1 3 -0.591 1.208 -15.180 7.052 3.484 5.89] 0.002 1.331 1.268 1.2. -27.140 12.%0 6.331 10.550 0.003 18-1 4 -0.325 2.%I -1].570 5.1]0 42% 7.1]9 0.003 0.7W -0.917 4.314 -33.520 10.680 7.303 13.3W 0.005 18.1 5 1.633 54230 -29.870 30.610 11.320 11.890 0.007 -2.359 0.939 3653 -%.8W 35.910 10030 12.400 0.006 1&1 6 5.849 6.349 -22.580 40.780 13.190 9.595 0.010 -6.019 3.780 4.081 -14.500 MAW BAW 6.168 0.006 18.2 1 0.360 -5.141 -4.956 255. -7.000 18.520 0.015 -7.858 0.065 -5.803 -4.399 24.350 -4.555 17,6. 0.015 1&2 2 .0305 -2.973 4.438 16.180 -3787 11.570 0015 -1.752 -0784 -5.358 6308 29.050 -5.055 20780 0027 18.2 3 0.570 -3.594 17.6. 21040 4i 012 14 490 0.030 1468 0.255 -3.441 174300 20.210 -4.841 13 910 0.029 18-2 4 3.W1 -1.657 31.250 3295 -14.830 3.291 0,041 4.127 2.363 -0.936 17.260 1.778 -9.141 1.802 0023 1&2 5 5358 0.039 35.790 -].504 -11.850 -3.920 0042 4.594 3263 0,007 19.830 -4.239 -7.214 -2.218 0.023 18-2 6 6.553 2.3% 34.870 -15.020 -],525 4715 0,040 4.570 3948 1.297 19,350 -8.424 -4.554 -6.444 0022 1&2 7 7.660 7.838 25.100 -22.8W -12.280 .16.5W 0.034 3.W7 4.565 4.355 13.940 -127110 -7.276 -9.240 0.019 1&2 8 ].766 10.230 4.180 -24.120 -7.6]8 -17.910 0.024 2.977 4.5% 5.690 2.2% -134W -4.52] -9.963 04013 18.2 9 7.545 11.780 -24430 -24.380 3.861 -18.090 0.015 2.2% 4.446 6.548 -13640 -13.580 -2269 -10.0. 0006 1&2 10 6.629 933] -65.120 -18.230 -6.809 -14.240 0.009 1.062 3.877 5.1% -36.330 -10.150 -2391 -].924 0.005 1&2 11 6.028 3.623 -88.200 -116]0 -1.853 -10.520 0.010 0.560 3.512 2.011 -49.220 6.804 -1.043 -5856 000.5 w Design Sbip Faces Aqa Veil's Fmt Door Mid Level Design Strip Force Vail's FrontD- Mid L" ID Sectim M. V I.P. S, (Kips) Max V Aal (KI s M. v Vertical Ki ) Marc V 8endirg (IU 8) Max V Torsion (Id It) Dphm. MM V Bent Mmc V Max V Min V I.P. Tonst(Itip Deflection Shear It) (inches) (Kps Min V Aal (K s) Min V Vertical (K s) Min V Bantling (k' It Min V Torsion Iki fl Min V Ophm. Senn Min V Mln V Max P I.P. Twis1(kry Deflection Shear fl) (inches (K s) 18-3 1 0.136 3.115 -2.803 -49.260 -2.728 -0.382 3.581 0,011 0,297 5.370 3.652 -88.320 -4686 -0.677 -6.397 0,019 0.297 1&3 2 -0.478 2134 -6618 -25.110 0.37] 0,608 -0.686 0.024 -0756 4.063 -15.090 -45.030 0.6. 1.262 -1.594 0.042 -0.756 18-3 3 -0.658 1.993 -8.528 2.244 0.804 0.838 -0259 0.041 -1.066 3.490 -15.280 4.007 1457 1.029 -0.464 0.074 -1.066 18-3 4 -0.830 1.465 -5.]89 29.260 1.027 1.616 0.363 0.058 -1.3. 2.M5 -10.370 520450 10856 2.6]3 0.6M 0.105 -1.3. 1&3 5 -0.669 1.242 -3717 44.010 1.016 0.931 0.509 - 0.071 -1.450 2.220 -6.658 78.880 1.836 1.544 0.919 0.127 -1.450 1&3 6 -0.877 1.083 -1.464 WAW 0.975 0.170 0597 0076 -1472 1.949 -20621 900430 1.]64 0.271 1.079 01136 -1472 18-3 18-3 7 8 -1A73 -1.477 1.593 1.489 5,560 90291 81.860 - 58.440 1.545 1415 1.360 -0038 1.221 1.244 0128 0.108 -0.W9 -O6W7 0.875 0.815 3.100 5.182 45.680 32.610 0.852 0.7]7 0.815 -0008 0.675 0688 0.072 0.060 -1473 -1.47 18.3 9 -1.524 1.381 14.330 13.490 1.17 0.973 1.304 0.076 -0.868 0.756 ],992 7.529 0643 0.561 0.718 0.043 -1.524 1&3 10 -1372 1,360 14.310 -32.530 1.152 -0.495 10421 0.043 -0.913 0.743 7.%1 -18.150 0.629 -0274 0784 0.024 -1,5]2 1&3 11 -1116 1.343 5024 -72.620 2.160 0.684 2.249 0.016 -0.990 07% 2.602 -40.510 1.187 0.407 1.250 0.009 -1 ]14 18.4 1 -1.026 0.739 -0.991 -41.140 2314 -0.069 1,740 0.001 -1780 1346 -1.74 -73.750 6.151 -0.1. 3.124 0.001 -1.780 18.4 2 -1.287 0.57 4,429 .20.580 3.590 0.035 2.581 -0.005 -2.238 1.060 1.975 -360900 69433 0.043 4.626 -0.009 -2.238 1&4 3 -1.185 0.74 -29536 -2.187 1.703 0.350 1.426 -0.004 -2.088 10400 -4.542 -3949 3.050 0.593 2.556 -0.007 .2066 1&4 4 -1.271 0.707 -0.310 0.%1 -0358 0.171 -0.16] -0.W2 -2.218 1.280 -0.554 1.736 -0843 0.292 -0M7 -0.003 7218 186 5 -2.628 1025 1.189 -13440 3.521 0035 4.237 0002 -1.503 0.560 0.665 .7.469 -4.749 0.031 -4.032 0.001 -2626 1&d 6 -1.542 0.562 -0.986 -11.030 -11.790 -0.634 -6.830 0.006 -2.698 0.991 -1.75 -19.810 -21.160 -1.130 -12.270 0.010 -2.698 18-5 1 -1.582 0.612 -4.023 -4.67 -7.539 0.522 40892 DW) -2.72 0762 -7.225 -7.339 -13.560 0.899 -8.803 0.017 -2,72 1&5 2 -1.614 0.484 4.572 12.710 1.669 0.617 -0.676 0.016 -2.833 0.889 -8.214 22.820 2.574 1.044 -0.SM 0.028 -2.833 1&5 3 -1.67 0.271 -1.692 240100 5.1M -0361 2.637 0.019 -2.948 0.512 -3AW 43.300 9.296 -0640 4.697 0.035 -2948 1&5 d -2,991 0.398 3.348 4],160 109750 0.578 5.513 0.032 -1.699 0.211 1.875 26230 6.013 0.350 3.071 0.018 -2.991 18.5 5 -2.808 0.355 7.931 2663K 8.731 -1.960 4.926 0.019 11593 06191 4A27 149600 4.858 -1.076 2.721 0.010 -2.806 18.5 6 -0.007 0,010 -29200 -6.528 -2.814 -0.109 -0713 0000 -0009 0.020 3.922 -11.570 4.824 -0205 -1.104 0000 -09009 1&6 1 00003 0.000 -1.897 -3.226 -10228 -0.050 -0693 -0.004 0008 09001 -3.380 5.696 -2.008 -0.3 -1.080 -0.007 0.008 1&6 2 0.027 -0.016 -1.586 -2.347 -1492 09017 -ON2 -0.005 0.052 -0.030 2.829 6.170 -2.560 0.031 -10081 -0.009 0.027 18-6 3 0.028 -0.020 -1.692 -1.929 -2.073 0.048 -0.730 -0.008 0.052 -OOM -3016 -3.622 -3.559 0.088 -1.148 -0.012 0.028 18-6 4 0.028 -0.023 -1798 -1435 -2.654 0.079 -0.767 -0008 0053 -0.042 -39202 -2.540 -4.578 06146 -1.214 -0.014 0028 18.6 5 0.028 -0.026 -1.903 -0.866 -3.233 06110 -0806 -0.009 0053 -0048 -3389 -1.527 -5.594 0.205 -1.281 .0.016 09028 18.6 6 0.056 -0.030 -1.547 -0.36 -1.555 0080 -06528 -0010 0.105 -0056 -2741 -0.532 -2659 0.148 -0.826 -0018 0.056 191 1 0.051 -0.002 1.288 -0.1% -0.548 -0.003 3260 -0.021 0027 -09001 0.]23 -00089 -0.319 -0001 -1.835 4012 0027 141 2 0000 .0.002 0.%2 -0.226 -9.654 -0008 -10.290 -0.018 -0.001 -0.001 0.540 -0.129 -5.418 -0003 -5.767 -0010 -0.001 19-1 3 -0.001 -0.002 0.962 -0.85] 4652 -0,007 -10.290 -0.015 -0.001 -0.001 0.540 .0.371 -5417 -0.004 .5167_ __-0.003 -0.001 19-1 4 -0.001 -0.002 0.%1 -1.088 -9.6x9 -0.007 -10.290 -0.011 -0.001 -0.001 0.540 -0.613 -5416 -0.004 -5.768 -0006 -0.001 191 5 -0.015 -0.007 6.75 -1.526 -9,97 -0.032 -13.250 -0.008 -0.010 -0004 2668 -0MS -5600 -09016 -7.621 -0004 -0.010 191 6 -09015 -0.007 4.746 -3.630 -9.995 -0.038 -13.120 -0005 -0010 -0.006 2652 -2.041 -50610 -0.021 -7,348 -0003 -0.010 192 1 -1.537 0.024 -7.948 1.77 -11.180 1.130 -8,110 0.002 -2.680 0043 -14.250 3.231 -19.980 1971 -14.490 0,004 -2680 19-2 2 -1.570 0.07 -4387 24.270 -11,860 0.068 -9.066 0213 -2.738 00137 -7.861 43.550 .21.190 0105 -169220 09023 -2.738 192 3 -1.683 0.2]6 4855 33.370 .129140 -0.609 -100310 0.019 -2.762 0489 -1.528 59.860 -21.7K -1.048 -18.460 ODU -2762 19-2 4 -2.840 0.553 12.980 52.380 -29.270 0553 -1900. 0.032 -1.627 0.309 7.237 29190 -16.320 0.36 -10.660 0.010 -2.840 192 5 -2,859 0.76 230150 60355 -35.580 -2.010 -19.000 0.021 -1.638 0.3% 12.910 3.539 -19.820 -1.165 -10.590 0012 -2.859 192 6 -2761 0.874 46636 35960 47.280 00037 -140170 0.65 -1.583 OA87 259830 -470950 -266340 0.010 -7896 0003 -2.761 193 1 -1.542 0.622 -226880 .48510 1.686 0.376 -10.630 0.002 -2689 1.112 -40.980 .86970 39009 0.664 -19.070 0.64 -20689 193 2 -1.479 0.733 -11.750 3.172 -3.325 -0.64 4.610 0.011 -2.576 1.309 -21.050 5.653 -59970 -0.082 -80275 0.020 -2.576 193 3 -1.399 0.838 3.22S 20.430 -5.687 -0471 4.36 0.016 -2.434 1495 -5.783 %SK -10200 -0.789 -7.713 0.029 -2634 19-3 4 -2.459 1422 13.680 26.380 -4.892 0.02] -10.66 0028 -1.417 0.793 7.638 14.710 -2.730 0.000 -5915 0.015 -2.459 19.3 5 -1.%3 1.9% 32.130 -26.670 -27.06 1.380 .7.171 0.013 -1.145 1.095 17.930 -14.880 -15.070 0.758 -4..0 0.06 -1.%3 193 6 -1.764 2130 55.990 -151.100 45,170 04553 1.7S 0.001 -1.022 1.198 31.280 -84.340 -25.220 0.2% 0.9% Dool -1.764 194 1 -0.959 1.098 -38850 -108.000 34.070 -0.260 -0.082 0.67 -1.652 1.953 -69.610 -193.500 61060 -0600 -0.137 0.012 -1.652 19.4 2 -0.797 1.247 -23.180 -32.2]0 18.280 0.516 5.848 0.029 -1.365 2.210 -41.480 -5].820 32.730 0.917 10.690 0.052 -1365 194 3 -0711 1.328 -17.360 16.720 13.630 -06121 5.959 0.055 -1,214 2.380 -31.140 29.960 24.430 -0.171 10.680 00% -1.214 194 4 -0.521 1.505 -6425 45.16 6.%6 0.454 3.954 0.076 -0.881 2.653 -15.1. 60.830 12.540 0.804 7.102 06137 -0861 194 5 -0413 1..2 : -4,645 61AW 4..7 DM3 2.327 0..0 -0692 2.819 -8321 110.100 7.201 0.1% 4.166 0.18 -0.892 194 6 -024] 3.1. 44W 119AW -3.665 0.832 -2723 0.169 -0.156 1.815 2.491 ..630 -2.056 0.47 -10478 00095 -0.247 144 7 018 3.370 10.9. 105.000 -9.290 0.906 -6.121 DAM -0.002 1.929 66126 58.570 -5.194 0.512 -30424 0.68 0018 194 8 317 3.582 17.920 69.650 -15.130 1.516 -9.374 0.132 0.1]2 2.043 9696 38.6. -8.451 0861 -5239 0.076 0.317 194 9 25 3.913 34.660 13.110 -28880 2.OS9 -14.040 0.092 0.588 2.253 19.360 7.334 -16.1. 1199 -],644 00051 1.025 194 10 30 40M 45,680 -63.330 -38.570 3.746 -14.480 0.047 0.827 2.336 254. .46 4W -21.530 2.185 -8.090 0.026 1430 194 11 299 4.1. 769370 -230.600 -72.160 3.391 -4.220 0.010 1.343 2.405 42,W0 -128.600 40.280 2003 -2.365 0..6 2.299 195 1 5% 2234 40.680 -119.300 31.1. 2.574 -3.425 0..3 2.725 3857 -72880 -213.900 55.880 403M -6,101 00006 2725 195 2 012 2.010 -24.860 49.2. 15.120 1.290 20622 0016 30411 3477 -46.590 -86.340 27.200 26127 46741 0.029 3411 19-5 3 145 1.808 -19.130 -1..5 108% 2900 3.118 0.03 3625 3.1M -3a.3K -2.683 19.6K 4.836 5.628 0.059 3.625 19-5 4 160 1.234 -10440 25.470 6.323 0.7. 3.139 0.048 3.611 2.184 -18.700 45.720 11380 19125 5.657 0.67 3.611 195 5 %7 0.881 -6.863 44.010 5,052 1,927 3.153 0.69 3.293 196. -12.380 78.990 9091 3.169 5.671 0.16 3.293 195 6 194 0.197 -0.484 52.030 3684 -0320 3.511 0.65 1.985 0.5. -0.872 93.410 6.957 -0.544 6.284 0.116 1.985 195 7 007 0.104 4.750 91.330 6.498 0.003 6.9. 0.112 0..7 0.056 2.6W 50.870 3644 -0021 3917 0.62 0.609 195 6 924 1 0.046 11.400 76.910 0.401 -0,173 90752 0..7 -10152 -0.132 6.353 42.830 0.283 -0.289 5476 0,054 -1.549 145 9 218 0.410 24.440 38.0]0 29803 -0.083 11.230 0.0 2 -136] 09054 13.630 21.180 164] -09298 69324 0040 -2.218 195 10 824 1.150 33.680 -25.430 -4.090 -0.167 16.540 0.040 -1.758 0481 18.780 -149210 -2.181 -0.4% 8.186 0.022 -2.824 195 11 618 3.012 56.620 -126.4. -28.4% 9103 27.5. 0010 -1.654 1.572 31.580 -70 460 -15.760 40]87 154M 006 -2618 198 1 02 1.784 -22.070 -48420 33.690 5]61 13430 0.000 1,635 3357 -39480 -86.810 59.990 11.020 23920 0..1 -1.636 146 2 73 1.283 -127. .17920 320]0 5.204 16.610 0.0. -1.092 2464 -22.8. -32.320 57.240 10.1W 29.660 0001 -1.2 196 3 70 1.361 -9.179 0497 34.8. 6437 18.7. 0.0. -1544 2698 16380 0.516 62.220 12.5% 30.040 0.0. -1.544 196 4 1 0.6% -4.264 1.175 5.185 542 15.440 0.1 -1.397 1,301 -6.070 0.9 8.563 -3.166 26.7% 0.001 -1,397 196 5 91 0.310 -1.366 4.85] 11.660 -1.699 16.8. 0.0. 0.063 0.552 -3568 8830 22.130 -3456 30.520 0.000 0063 20-1 1 3 -0031 8.616 -7.6]2 63. 0.257 .1.7. 0000 -0032 -0016 4.606 -466 3.747 0.137 -0953 0.000 -0032 20.1 2 534 -0045 3.526 -1.317 -0,632 -0.727 0.016 -2737 -0092 -15.910 6.309 -2.364 -1091 -1.302 0028 -1.534 3 78 -I.S78 -0.106 0.IN -5.]83 6.331 -1.575 -0.231 -0449 0.031 -2.815 -0.216 -10.3. 11.330 -2.833 -0330 -0.811 0.056 -1.578 20-1 4 71.538 -0.149 4.628 84801 -1.174 -1096 - 0.047 -2.728 -0.300 -8.295 15.450 -2.120 -1.845 -0.585 0.064 -1.536 20.1 5 -1.379 -0.219 40. 4,356 -0011 0.36 0.62 -2.404 -0.619 -7.892 7.7. -0.042 0.598 0692 0.111 -1.379 20.2 1 -1.262 -0.243 -5,121 10.120 0,708 -0.351 0.07 -2.173 -0.9 -9,1]8 18.130 1.244 -0.687 1400 0.138 -1.262 202 2 -0957 -0.27 -6053 23.3% 1.781 0.499 0.095 -1.805 -0.4]2 -1OAK 41.940 3.163 0.741 2,414 0.170 -0.957 202 3 -0.75 -0.282 -5.590 39.310 2.61 -0.1% 0.110 -1.281 -0461 -10.020 70470 3.668 -0466 2.515 0.1% -0.775 20-2 d -0.360 -0246 -3.132 54.020 1..7 0.202 DAM -0.585 -0.368 -5.612 %.840 2.666 0.132 1,807 0.221 -0.3. 20.2 S -0.139 -0.1% -1.421 60.550 0.940 -0.67 0.132 -0.192 -0.272 -2.545 108.6. 1.683 -0,341 1,123 0.237 .0.139 20-2 6 0.175 -0.137 0755 106.3. 0.516 -0.306 .265 0.079 -0.121 0.4. ..430 0.262 -OAM 0.178 0.137 0.151 202 7 0832 0.242 7.113 88.220 -1.880 -0.897 0.244 04M 0.0% 3.96] 49.210 -1.60 -0.447 -0.739 DiM 0.832 20.2 8 1.09] 0473 9.685 59.960 -2827 -0326 0.239 0.629 0.233 5.380 33.640 -1.600 -0.135 -1.116 0.133 1..7 202 9 1.466 0.97 11.920 12.0. -3.7. -1+- 0.230 0,849 0.630 6646 6748 -2.139 -1.046 -1.507 0129 1466 202 10 1.5 64 1,230 10810 -3.548 -0.906 . 0.223 0.96 0.679 6..1. -16830 -206 -0.501 -1.464 0.125 1.564 20-2 11 1800 1,690 2.840 -1.669 -2.608 -1..7 0.221 09. 0.953 1.564 -33.070 -0965 -1.803 -0.941 0.123 1.600 %-3 1 0.6% 1074 -1.725 -33.60 -0.272 -1.278 -0.573 0.125 1.545 1.899 -3.091 -59.2. -0478 -2214 -1.015 0.224 1.545 203 2 0.761 1.272 -6.434 -12.670 0.807 -2002 0.023 0.131 1.312 2.237 -11.530 -22.740 1.079 -3455 0.041 0.235 1.312 263 3 0..7 1.366 -6969 11.510 0.766 -1.334 0.189 0.140 1.152 2.361 -12490 K.5K 1.3. -2.302 0M15 0.251 1.152 203 6 OddB 1.435 -5.302 40.140 0.727 -1.622 0.36 0.150 0.79 251] -9.505 ]1.920 1.268 -286 0545 0.268 0.79 20-3 5 0331 145] -3.629 55.940 0.597 -1.161 0.269 0.156 0.578 2555 -6.80] 1..200 1.057 -2.009 0512 0.2. 0.5]8 203 8 0.212 1465 -1.684 63.930 0.025 -0.894 0.236 0.159 03]6 2.569 -3022 1148. 0.769 -1.564 0.417 0.285 0.374 203 7 -0031 2.541 4.211 16..0 -0.001 -1.548 0.107 0.280 -0024 1448 2351 80610 0004 -0.889 0.62 0.156 -0031 203 8 -022] 2.504 7.377 8]620 -0.3% -1,582 -0.0]0 0.267 -0.138 1426 4.118 48.880 -0.214 -0.913 -0.7 0.149 -0.22] 203 9 -0.602 2.399 11.1. 44.570 -0.970 -1.074 -0.330 0.247 -0.355 1.364 6.192 24.870 -0.539 .0611 -0.162 0.138 -0.602 20.3 10 -0.78 2333 108. 5.958 -1.025 -1.5% -0.345 0.225 -0457 1.326 6.027 3.319 -0.570 -0.918 -0.191 0.126 -0.78 203 11 -1.108 2.176 4.672 -28,280 -Od6 -0.649 -0.056 0.205 -0 64 .7 1.235 2.607 -15.7% -0.226 -0.363 -0.031 0.114 -1.108 204 1 -1.254 2.091 0.393 .32.630 0.65 -0.976 0.175 0,192 -0,731 1.1% 0219 -18.210 0.036 -0.555 0.097 0.107 -1.254 204 2 -0873 1.076 -2.500 -5434 -1.%7 -0.885 -0.169 0.099 -1.801 1.899 -4.479 -9.734 -3.522 -1.553 -0.301 0.17 -1.501 20.4 3 -1012 0.%1 -2.442 11.]60 -0.0. -0.920 0.148 0..0 -1.743 1.732 -4.3]5 21,0. -0050 -1,606 0.265 OAM -1.743 204 4 -2.042 1.427 0.651 37060 -0.695 1.123 -0.161 0.161 -1.182 0.86 0.3M 20.670 -0.372 0.659 -0.090 0.090 -2.042 264 5 -2205 1.210 2.722 29.450 -0.611 0.861 0.004 0.151 -1.275 0095 1.519 MAW .0.341 0.506 0.003 0.084 -2.205 264 6 -2.339 0.989 1.133 20.630 -0036 0.480 0,322 0.141 -1.352 0.559 0.633 11.520 -0.019 0.289 0.181 0.078 -2.339 205 1 -1.387 0.490 -0.345 13.430 0.187 -0.016 0.2. 0074 -2.401 DAM -0.620 24.60 0.334 -0.036 0499 0.133 -2401 20-5 2 -1.37 0.578 -2.172 24.790 130W -0264 0.579 0.67 -2.386 1.015 -3,876 44430 23.380 -0.475 1.036 0.120 -2.366 205 3 -2.547 0.684 2.222 63.180 0.622 -0.049 0419 0.102 -1470 0.274 1.241 35.280 0.348 -06025 0.2. 0.057 -2.547 245 4 -2.524 0675 11.960 72,540 4466 -0.454 -0.341 0077 -1.455 0.386 6.676 37.120 2.492 -0929 -0.191 0.043 -2.524 205 5 -2608 0.161 17.980 39.110 0.4]4 -0.1]3 -0.016 0.043 -1.803 0.091 10030 21.810 0.266 -0.099 -0.010 0.024 -2.608 265 6 -2.66 0.058 25.9W -20.6W 0420 -1,993 -0.172 0..6 -1.503 0.033 14470 - 11.530 0.233 -1.148 -0.072 0.004 -2.608 NO b Design Snip Faces MTT Vail', Frmt Door w t Design Strip Forces Veil's Frmt Door Mid L" M:K Des,T Ship F-s Val'. FrontD- MW lava ID Sectlon Mat P Ana (Ki s Max P Vertical (Kips) Behaing M- P (la R) Max P Torsion (M n) Msx P Dphm. SE Max P T%ist(kip- 11) Mss P Deilec4on (inches) Min P I.P. Shear (K a Min P Ana (Kips) Min P VBCa (KIP.) Min P Belling (n H) Mln P Torsion N ft) Min P Dphm. Ben01n Min P Min P T%ist(kip Deflection to linchea) 1-/ I 1415 -18.300 25.520 -10.550 4.235 0.014 -0002 -0.171 1.910 -10.160 14.160 -5865 -2.324 0002 -0.001 1-1 2 29270 8.149 89940 -36.410 -12170 .22.840 0.004 2.849 16.520 4.185 50.370 -W loo -7.106 -12.5% 00002 1-1 3 2].290 12860 64.930 -28.5]0 -2.18] -17.870 0.005 0.679 15.530 6.952 48.130 -15.800 -1.324 -987] 0.003 1-1 4 21.090 160570 69.690 -210210 3503 -13.940 0.003 -10061 12.080 9.191 39.940 -11.780 1.830 -7.746 0.002 1.1 5 10.590 200310 46.150 -11.470 6.362 -8.804 0.000 -2.362 6.17 11440 26.820 -6440 3413 -4.949 0.000 1-1 6 -1.788 13450 8.188 -0850 4.042 -1.979 -0002 -5.864 39436 21630 13.160 -0.935 7489 -3357 -0004 1.1 7 -12.880 15.170 -15.690 6,294 4.8% 1.880 -0.005 -7.720 -22.890 26.a0 -28750 11.660 8.991 39673 -0009 1-1 8 -24.180 17.300 -46.4% 14.890 1632 7.259 -0.007 -9.481 -42.620 29.%O -620560 279160 6711 13.390 -0013 1-1 9 35.240 18.770 -85.330 25.170 0.330 15.100 -0006 -10.880 -81.820 32.310 -150.200 459670 09670 27AW -09015 14 10 -509120 2.604 -119.200 18.480 39262 11.050 -0006 -6.193 -87AW 3.110 -208.600 33.870 5.297 20.380 -0.011 1-1 11 -34.570 -33.550 -]6710 -14.070 3.319 -4.806 -0.001 18.960 -59.640 -62680 -129.100 -241540 -6969 -8.086 -09002 1.2 1 -34.570 -33,560 -76.710 -140070 -1319 -4.606 -0.001 18.960 -59.640 -W.680 -129.100 -24.540 -6.%9 -8.086 -0.002 1-2 2 -13.120 -17.520 -11AW -3.331 6.107 -0.077 0.012 11.350 -21.330 -29.010 -15.860 -7.382 10.230 -1.197 0.021 1-2 3 21430 -22.580 43180 7.960 2848 7.637 0.046 3498 129010 -13.590 24.380 5.221 1.455 4.811 0027 1-2 4 51250 -15410 80.500 12.540 -4.202 9.301 0.067 2.206 29.710 -90255 46.860 7.589 -2.575 50603 0.039 1-2 5 68.640 -7.948 103.000 9.680 -].598 6.%4 0.082 1.05] 40.100 -4.761 60.480 5108 -4.553 3.876 0048 1-2 6 72.860 4.406 117.700 69822 4.120 4463 0.088 0.629 42630 -2622 69.260 3.959 3.660 2599 0051 1-2 7 ]2.490 2.878 1110100 10287 -60999 0.054 0.034 -0.617 420430 1.776 65340 0.537 -49225 -0.0% 0049 1-2 8 59.340 WAX 93.150 0.260 -4.266 -1.59] 0.071 -1.955 $4610 6.154 54.610 -0.349 -2.657 -1.236 0.042 1.2 9 3247W 179820 58.640 70252 10518 1.520 09051 -3.337 18.880 10.780 34000 3.300 0718 0.329 0.030 1.2 10 -4404 13430 -1.142 10.300 6.141 30335 00015 -8.864 6.850 20.890 -1177 16.020 9.552 5AW 0.023 1.2 11 -16810 160030 -53120 17.220 1.932 8.586 0.000 -5.122 -24.310 26.600 -88.820 32.190 2.232 16.520 0001 1.3 1 -10980 14.340 -36.620 36340 2.107 20.730 0000 -13.960 -17.&10 23.520 -58940 63.130 2.569 35980 0.001 1-3 2 -13.060 2.214 -25.110 10450 1.551 4.3% 0002 -0.392 -20.900 4.7% -39.680 18.020 1.]45 7.125 -0.003 13 3 -17.100 44808 -31.960 16.140 3.021 9289 -0003 4148 -28.350 9201 -52.530 284240 4.953 164150 -OU6 1-3 4 -224400 5.836 40.8]0 19.9]0 4.433 11.200 -0.005 -5.866 -3].860 10.800 -69.010 35.160 7.797 19.720 -0.009 1-3 5 -22.400 5.837 -46.010 19.960 0.491 11,210 -0.006 -5666 -37.890 10.800 -82.210 35.190 0.688 19.720 4011 1-3 6 .27.760 59675 -59270 21.690 0.083 - 12.600 -0.007 -6.727 -47440 10.240 -102400 38.340 0203 22.2% -0.012 1-3 7 .31.170 3473 41.350 19.180 -1585 110880 -00007 40797 -539490 69016 -123.900 33960 -2805 21060 -0012 1.3 8 -31.180 3.472 -75.590 19.160 4.818 11.860 -0.007 40797 -53.500 60014 -131.300 33.960 -8637 21060 .0.011 1.3 9 -32.270 -4.443 -76.130 5.343 -4.623 3497 -0.005 -0.382 -55.330 -8377 .131.600 9.364 -8.503 6.191 -0009 1-3 10 -27.%0 -9067 -70.430 -0.2% -6.760 0088 -0.003 3.020 -47.680 -16.950 -120.700 -0.603 12640 09046 -0006 1-3 11 -22.990 -22.900 -68.580 4.779 -7.809 2.331 -0.001 6.616 -38.700 -41.710 -98 360 -8.703 -14.650 4.165 -0.001 14 1 -22.990 -22.900 -58.580 -4.779 -7.609 2.331 -0.001 6,616 -M.700 -61.710 -98.340 -89703 -149650 4.165 -0001 14 2 -0.393 -16.420 -0.680 -27.721 2.689 -15.880 0012 10.830 -1.866 -19.630 3.098 -26.980 3.303 -15.270 0.014 14 3 34.690 -14.500 53.380 -9.719 $468 -3.866 0.031 3,272 19.940 -8.975 30.610 -4.551 2.915 -1.580 0,07 1-4 4 55,315 -8.054 839320 99959 3.140 6.611 0061 0.901 32.360 -5.020 48.660 6.1]8 1483 4.089 0.026 1.4 5 680840 -4542 970320 17.000 29628 10.170 0.050 -0.036 349600 -2.883 57.560 9.%5 1330 5979 0.030 14 6 540550 20033 85.090 25.100 -0.35 14.030 0.049 -1.534 32.410 1.133 50.790 14200 -0221 709M 00029 1.4 7 366450 8.503 60.730 25.6]0 1.148 13.520 0.042 -2.768 21.970 5.069 36.940 14.221 06529 7.451 0025 1.4 8 24.390 11.780 24.800 24.530 -6.829 12.860 0.031 -3.11] 14.910 7.091 1507W 13460 -40079 6.887 0019 1-4 9 -1666 9112 -11.600 8.792 -2%9 4.25] 0.011 -5.386 -1%4 156190 -21430 16.620 -5.060 8.252 0019 1-4 10 -14.600 7.989 -37.530 -0.417 -1.W6 -0.728 0.004 -Z,M4 -24.700 12.370 -64.150 0.491 -3.175 -0.424 0.007 1-4 11 -19.340 -4.481 -52.160 -8.172 0.650 -2.244 0.000 3.922 -31.850 -9.508 45.150 -13.180 0.194 -3.197 0.000 1-5 1 -19.190 -4.567 -52.300 -8295 0.548 -2228 0.000 3884 -31.600 -90659 -850320 43400 0.026 -3.1]0 00000 1.5 2 -10.970 -7.669 -25.780 .9.124 -0.431 -5.246 0000 4.501 -17.WO -12.130 -40.360 -16.680 -1.150 -9.573 -0.001 1.5 3 -60" -5.715 3.921 4.675 1.127 -2.342 0.000 2.931 -9695 -8.920 -14.810 -8.56] 20M -4.38] -0.001 1.5 4 -2.800 4784 0.231 -0.304 1.904 0.199 0.000 1.367 -4497 -5768 1.153 -0.698 3581 0.189 0000 1-5 5 -0891 -1.863 4.908 1637 7676 20412 0.000 -0.115 -1.681 -2.633 7.9]8 6.462 3.225 4.226 0.000 1.5 6 -0.320 -0.248 4.791 6374 0.839 36954 0.000 -1282 -1.056 -0.053 6.814 11.510 1.370 7.089 0.000 1-$ 7 -0.755 0.768 1.386 7072 -0.828 4.325 0.000 -1.801 -2.051 1.469 0.341 120920 -1.256 7.873 0.000 1-5 8 -1.644 0.910 -2.759 4.209 -1.%3 3.141 0.000 -1.253 -34562 1.368 -6.888 9.769 5878 0.000 1-5 9 -1.904 0005 4.297 1.171 -1.855 0.569 0000 09295 -4.090 -0.538 -8.900 2717 -3.176 1.381 -0001 1-5 10 -1.M2 -1.213 -1.344 -39758 -0.863 -2.451 0.000 2.036 -2.146 3.272 -2.575 -5.842 -1 ]18 .-13 0.000 1-5 11 -0182 -0.136 0.705 -0.913 0.172 -0.637 09000 0.134 -0.382 0.079 16410 -1.668 0262 -1.149 OMO 2-1 1 0.32 -0.2% 0.023 10.640 -02W 1].070 -0.001 4065 01046 -0.167 0013 5950 0132 9.544 -0.001 2.1 2 1.640 -1.445 6.944 37.110 -6.293 29.920 0.004 -3.074 0.926 -0.608 3.882 209740 -3544 16730 0.002 2-1 3 2.291 -0.747 7.810 29.740 -2.748 26.140 0.008 -1.243 19294 -0417 4.366 169620 -1.539 1406W 0004 2-1 4 1,430 0.402 8.974 26 720 -0.516 206500 0 011 0.587 0.83 0.225 5.016 13.800 -0.275 11.440 0.006 2-1 5 0046 -0.012 10.210 15.540 00386 13640 0.013 1.101 0014 -0.008 5.704 6664 0.232 7.607 0007 2-1 6 -0437 09037 8.205 3.205 0.141 29932 0.008 1.314 -0.746 006] 11.120 5762 0.241 5.269 00014 2.1 7 -0.490 0.177 5.066 -2.261 -0.165 -2051 0.008 0.15] -0.640 00318 10.730 -4.032 -0.280 -3.659 0014 2.1 8 -0.269 -0.31 $.322 -7.665 -0419 -69278 0.00] -0.896 -0458 .0613 9.537 -13.750 -0717 -11.240 0013 2-1 9 0.099 0.363 5.386 -18.110 -09932 -15.630 0.011 -0.665 0.053 0.203 3.006 -10.110 -0.545 -8729 04006 2-1 10 0.668 1.0% -0.572 ATO50 -1.202 -14.410 0.008 -0.815 0.369 0611 -0319 4522 -0695 -8046 0.005 2-1 11 0602 70435 -160210 10453 -2.078 -8.263 0007 -0.860 0.462 4.148 9.046 0801 -1179 -4.619 0.004 2-2 1 On -60537 -15.330 -9.6]4 -1.061 -0.262 0.007 0.243 0468 -3647 .8.550 -543 -O%2 -0.155 0.001 2-2 2 1110 -3.944 -3.236 1.238 -0.379 29940 09007 O.d 0.638 -2.201 -16805 0.661 -0.211 1.632 0004 2.2 3 19145 -1.123 1.902 7.845 0.485 5.618 0.008 0.332 0.658 -0627 1.31 4.388 0.261 3.126 OWN 2.2 4 0.929 -0.470 4.740 8.549 OOM 7.049 0.006 0.342 0.537 -0.262 264S 6760 0019 1924 0.005 22 5 0.851 -0.155 6.]42 ].129 0.642 573 0.009 03% 09493 -0.086 3.762 3.%7 09357 3.174 0.005 2-2 6 0.695 -0.103 8.689 0,751 -0.045 0.636 0.009 0.491 0.404 -0.057 4.739 0405 -09029 0.365 0.005 22 7 00620 0.143 8.282 -2.699 0.847 -2.534 0.009 0.528 0.380 0.31 4.622 -1.522 0.478 -1428 OWS 2-2 8 0.533 09337 7.218 -9.614 -0.019 -8.178 0.008 0.550 0,33 00193 4,025 5.391 -0.016 -4,563 O,WS 2-2 9 0522 00493 5.550 -11.960 0.775 40030 0.007 0.517 0.293 0285 3.31 -6.717 0446 -5664 0004 2-2 10 0.369 4.0% 2.393 -8.756 -0.219 -11.370 0.006 0.357 0.211 2376 1.296 -4.7)8 -0124 -6376 OW3 2-2 11 0.588 -3.403 -1.442 -11930 -0.253 46% 0005 1.112 0.342 -1.912 -0.888 -7778 -06144 -4.859 0.003 2-3 1 0.116 -09163 -3.367 -7.915 -1.228 -6.917 0.005 0.621 0070 -0.122 -16950 -4.478 -0.703 .3857 0.003 2.3 2 0124 -1,010 0.159 -2.%9 -0.542 -2AW 0.004 0.757 0.38 -0.579 0.075 -1411 -0.308 -1.167 0002 2-3 3 -0050 -0.122 0319 -0.2 0.135 -0.253 0.002 1.120 -0.088 .0.211 0.571 -0.891 0.240 -0483 0.004 2-3 4 -0.103 0.121 -0.675 2658 0.467 2.942 0.002 1019 -0.182 0,219 -0.855 5.107 0817 5257 0004 2-3 5 -0.128 1 1.911 4.958 -0.304 4.473 0.004 0.900 -0.227 0.235 3425 8.881 -0.526 8012 0.006 2-3 6 -0.132 1 2.876 0.011 0.007 -0.022 0004 0.813 -0.233 0020 5.150 0.020 0014 -0040 0.00] 2.3 7 .0.128 1.935 4.9% 0.263 .4.480 0.004 0.729 -0.226 -0.243 3.467 .8.939 0458 -8.027 0.006 23 .06110 0014 moj~l -2.811 -0.257 -2.802 0617 0.191 0.024 -0.776 -5.027 -0440 -4.652 0.004 23 9 -0.072 0.531 0.856 -0.016 0.604 O.W2 0.512 -0.123 0255 0.950 1.556 -0.025 1.105 OW4 2-3 10 0.053 1.% 1.375 0.158 1.064 0.004 0.167 0.024 0.495 0879 0.]45 0.093 0.573 O.W2 23 11 0.167 1 -4.655 -0.853 2.933 0.004 0.892 0.095 -3869 -2.713 -0.426 -0464 16 OW2 2-4 1 0.050 -4.300 -1.263 -1.171 30% owsl 0.805 0.027 -2223 .2.529 -0.729 -0647 1.]46 0002 2-4 2 -0.024 0.726 0.242 0.361 1.848 0009 -0.038 -2848 1.346 0.531 0.632 3275 0005 2 0.14] m4.313 5407 5 0.050 1- 3,785 0.006 0.786 0,075 -2463 3029 -0.001 0.622 2.138 0.003 2-d 4 0.215 5.192 4.578 0.971 2.845 O.WS 0.580 0.115 -0.607 2906 2.593 0.545 1.607 0.003 2.4 5 0.156 5.072 2.850 0923 2.200 0.005 04N6 0081 -0.218 2839 1.616 0.519 1.293 O.W3 2A 6 0,123 4.841 15 0.839 1362 0.008 0.373 0.055 -0.06] 27M 0.879 0473 0.7)8 0003 2-d 7 0.131 1 46tH 0.582 0.717 0.543 0.03 0.303 0.070 0.139 2.318 0.343 09406 0.318 O.W3 24 8 0.171 0.413 3.215 -0.24] 0.580 0.209 0.006 0.234 OM3 0.229 1.7% -0.124 0.330 0.129 0.003 24 9 0.234 0.817 1.890 -0.322 0.297 0.633 0.006 0.116 0.128 0455 1.0% -0.167 0.172 0.363 0003 2-4 10 0.248 3.178 -2.895 3.560 -0.414 1.693 0.006 -0.099 0.136 1.T73 -1.612 1.995 -0.224 0.952 0003 2-4 11 O.WB 56N0 -10280 11.310 -0659 2.8% 0006 -0.031 0003 3.150 -5.733 6.318 -0.249 1.622 Owl tkof1 Ossign Strip Forces R90 Veil's Front Door MW Level Desgn SIr p Faces M.M I. P. MUM MezM M.M M.M mssM M.M MexM Min M I.P. MinM MinM Minh MInM Minh Minh Minh ID Se0ti0n Shoes lndel VertiLel Bering Tmskn DpOm. Tv4st(Idp- DefkO Sher ABI Vertical BamiW Tanion DpOm. T Wlst(klp Deflsoti0n (Kip,) (Kip,) (KIPS) (Id n 0dtt) BenoS h) (incites) (Kips) (Kip.) (Kip.) O M) (lo tt B-d1 ft) finch..) 2.5 1 0.788 0.048 -3.402 -5.681 -0039 -1.039 4.391 0.003 1.398 0.090 -6.100 -10.190 -0.%2 -1.848 ].862 0.0% 2-5 2 1.331 0.259 -2.492 1.046 8.863 -0.228 8488 0.007 0.750 0.143 -1.390 0.585 4.950 -0.128 4.745 0.004 25 3 1.084 0.217 -0.944 4.290 11.240 1131 9.298 0.008 0.612 0.120 -0.527 2.395 6.27611 0.638 5.189 0.004 2-5 4 0.755 0.101 -0.365 6.574 8.654 OAW 7.525 0.009 0.428 0055 -0.204 3669 4.830 0.111 4.200 0.005 2-5 5 0692 0073 -0.225 8.015 6.020 0.824 5.267 0.009 0393 0.039 -0.125 4.473 3.360 0.666 2940 O.O 5 2-5 6 0.6% 0.051 -0.104 8.416 -0943 0.176 -0.534 0.009 0.346 0028 -0.068 4.6% -0.526 0.098 -0298 0.005 2-5 7 0.556 0.056 0.244 7.691 3.997 0.710 -3.506 0.009 0.317 0031 0.136 4292 -2.230 0403 -19% 0005 2-5 8 0.446 0A42 0.275 5.678 .9.318 0.178 -7.508 0.009 0.255 0.078 0.153 3.166 -5.200 0.100 -4.190 0005 2-5 9 0.288 0.191 0.662 2.978 -9.909 0.488 -8.093 0.0% 0.173 0.106 0.370 1.661 -5.529 0.278 -4.516 0004 2-5 10 4135 0.128 2020 -1.183 -2.176 -0.120 -3.043 0.004 -0.253 0.231 3620 -2.120 -3.900 -0215 -5454 0 2.5 11 0.%5 0.051 2AW -6.2(Y2 1.745 -0.215 -1.502 0.004 0.106 0093 4.467 .11.120 36128 -0.3% .2.692 0006 2-6 1 0.695 0.079 -2.811 -6.389 -1.878 -0980 1.701 0.004 1.236 0.143 -5.038 -11450 -3365 -1.710 3048 0.008 2-6 2 O.T/e 0.140 -1.833 -0.820 2824 -0.131 3.0T 0004 1.385 0252, -2926 -1469 5.%1 -0.234 50515 0.007 2.6 3 1.212 0.261 -1.617 2.927 8.625 1.169 7.624 0.0% 0.682 0.145 -0902 1.633 4813 0.658 4254 000< 2-6 4 0.807 0.133 -0.289 5668 9414 0.192 7.700 0.008 0456 0.073 -06161 3.162 5.253 06107 4297 0005 2-6 5 0.733 00% -0.342 7.156 7.029 0924 6.115 0009 0.414 0036 -0.191 3.993 3.922 0.521 3.412 0.005 2.6 6 0.632 0.031 0.015 8.383 0.830 0.214 0.695 0.003 0.358 0016 0.008 4.67] 0.463 0.120 0.3% 0.-W5 2-6 7 0.595 0.038 -0.121 8620 -3.126 0.764 -2.320 0609 0.337 0.020 -0.%8 4.810 -1744 0.431 -1.294 0.005 2-6 8 0.485 0076 0.185 6%5 4.895 0.240 -7.565 0009 0.275 O.Wt 0.104 3.630 -4.%2 0.134 -4.221 0.005 2-6 9 0399 OAW 0.448 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29.560 4.848 0.117 4201 . 0.058 1.037 0427 -12230 52.9W 8.690 0.204 7531 0.103 1037 47 5 0.565 0,276 -1.09 39M 1.315 -0.487 1.165 0.069 0.993 O4% -3027 ]0.030 2.358 -0.858 2.089 0.124 0.993 4-7 4-7 6 7 0%0 0928 0.515 0.519 1.168 5.381 73750 64.080 -lam -5.467 -0.024 070 -1.298 -4.50 0.128 0.119 0.516 0.528 0.266 0.288 0.652 3.003 41.1. 357W -0.906 3051 -0013 0.436 -0725 -2.541 0.071 0.066 0.- 0928 4-7 8 0808 0.493 14.]60 41.340 -10.700 -0.146 -8.908 0.035 0.506 0.274 8.229 23.070 .5970 -0.084 -69]1 0053 0888 4-7 9 0.892 0468 20.670 -1.188 -11.210 0.633 -9.2]0 0062 0.506 02. 11.530 -0.60 -6.25', 0306 -5,172 0035 0892 4.7 10 0.969 0425 39.510 -61.1]0 -7.2% -0.251 -5.727 0.028 0.551 0.236 22.050 -34.130 -4.072 -0.164 -3.195 0.015 0.969 4.7 11 1.045 0.421 54.970 -180.1100 -3.328 0.671 -0.110 0.003 0.593 0.234 30.670 -100.900 -1.857 0.306 -0061 0.002 1.045 4-8 1 0.546 0.249 -30620 -101.100 2.432 -0.130 0.176 0002 0.%2 0.447 -5d.8W -181.200 4.359 -0.226 0.316 0.003 0.962 W8 2 0.594 0.276 -21 850 -34.590 5.165 0.272 3.319 0.016 1.048 0.4% -39.1 W -61.906 9.256 0.481 5.948 0.028 1.048 4-8 3 04% 0.193 .13.010 2.N2 2.136 0.198 5.202 0035 0.873 0.351 -23320 5.308 3.828 0.352 9.323 0.063 0.873 48 4 003 0.392 -8.055 22.620 6.148 -0005 4946 0.054 1.118 0]04 -14.440 40.540 11.020 -0009 8863 0.0% 1.118 4-8 5 0.487 0.316 -3.405 36.940 4645 -0029 290 006] 0859 0.570 -6.103 06.210 8325 -0.050 5.3,16 0.121 0859 4-8 6 0.559 0.482 -0.515 41.1%0 -0.1W -0.220 0.584 0.073 0.988 0.864 -0.924 74.606 -0.287 -0.389 1.011 0AW 0988 4.8 7 0930 0892 3.3',0 71.640 -4288 0.376 -2458 0.126 0.527 OA98 1.86', 39.960 -2.393 0.213 .1.372 0.070 0.9W 4-8 8 0.618 O,7W 11490 52AW -].714 0.194 -7..2 0.105 0.351 0.418 6.412 29.290 -4.306 0.110 -4.288 0.059 0.618 4-8 9 0809 0.914 19.330 22.580 -6.327 0.110 -9.3. 0.074 0.4% 0.511 10.7W 12.600 -3.531 0.1 -5.218 0.041 0.809 4-8 10 0.505 0.782 33.]30 -WAW -13.750 0.042 -7.959 0.03] 0286 0.436 10820 -20.3W -7.676 0.023 -4.43 0.021 0.505 4-8 4-9 11 1 0.517 0.211 0.794 0.056 46930 -23.WO -140.700 -13.500 -66.080 -8.493 0.510 0051 -2.816 -4.014 0.005 0.000 0293 0.373 0443 nrl' 0.816 -41720 -78.500 -118.400 -7.532 415.210 028] 0.093 -1.573 -7.189 0.003 0000 0.517 0.373 4.9 2 0.203 0484 -10.110 -11800 -2.485 -0.015 -0.106 0.003 OWO 0.866 418.110 -20.790 -4.445 -0.024 -0.273 0.006 0306 4.9 3 0.178 0.518 -2.648 9.340 -0.10 -0.045 0680 0.009 0.316 0.926 -4.746 16.740 40.280 -0.079 1.226 0.016 0.316 4.9 4 0.747 1.057 2415 21.530 3.641 0.264 0.149 0.017 0419 0,593 1.309 12.010 2.029 0.147 0.079 0.010 0.747 4-9 5 0.604 1.113 15.470 -5.024 80. 0.160 -0.308 0009 0.451 0.624 8.634 -2.806 4.',85 0.091 -0.175 0.005 0804 4-9 6 0.562 1.138 33.440 -88.550 6.35,1 0.613 1.530 0.001 0.315 0.639 18.670 49.430 1551 0.344 0853 0000 0.562 fAlq Design Strip Faces pAg5 Veil's Front Door Mid ta✓aI Design Ship Faces ID Section MaP Asal (K' s) M.P Vereoal (Kis Map MUP Benbng Torsion (ki tt O Wt) MaP MaP Map Dphm. Twlst(dp Dalle08on Bandin tp (inches) Min PI. P. Shen (Kips) MMP A" (Kips) Mine Vereoal IKi ) Mine Bendrg . R) Mine T-- (ki tt) Mine MInP Dphm. Twist (kip Bsn7n 1p Mine Dotleoean (inches) 38 1 0.048 -2.705 -40.030 11.790 -0.156 7.029 0.089 0.716 0.025 .1.510 -22.360 6.579 -0.092 1922 0.039 38 2 00163 -6.595 -23.080 29.190 0.697 17.960 0.075 0.861 0089 -3.680 -12.880 16.290 0392 10020 0.042 38 3 00724 -8723 0.104 20.230 -0.070 23.220 0.088 1.010 O- -4868 0058 11.2% -0038 12.950 0.049 38 4 0.520 -5.715 28.810 30.110 -0.126 19.390 0.101 0.812 0.288 -3.189 16.080 16.800 -0.071 10.820 0.057 38 5 0.562 -3.734 43.320 23030 0.948 13670 0.113 0742 0.311 -2.084 24.170 12.850 0.535 7.625 0.063 38 6 0.836 -3.040 50.150 -3.256 0.714 5.589 0.118 0.694 0468 -1.6% 27.%0 -1.817 0.403 3.119 0066 38 7 0.623 2.792 47.710 -3.004 0,436 -8.631 0.116 0.517 0.346 1.558 26.620 -1.677 0.246 -4.816 0.065 3-8 8 0.813 3.471 40.M) -28.]00 0.194 -15.810 0.107 0487 0.453 1.937 22.500 -16.010 0.109 -8.823 0.060 38 9 0.638 7,414 18010 .21.760 -0.008 -23.580 0.094 0254 0.355 4.137 10.050 -12.140 -0005 -13.160 0.052 38 10 0.624 6.257 -0.%7 -34.660 0.073 -22.050 0.078 0.304 0.348 3491 -0.542 -19.360 0.039 .12.310 0.044 38 11 0.515 4.161 -19.150 -24.100 0.671 -15.000 0.065 0.345 0.288 2322 -10.8% -13450 0.376 -8.369 OOW 39 1 0.511 0.602 -21.560 -106120 0.112 .7.789 0.%1 0.450 0.286 0.335 -12.0W -5.646 0060 -4.347 0.034 39 2 0.645 -2.65] .13.890 2.513 1.085 0.125 0.054 0.660 0.361 -1.463 -7.755 1.400 0.610 0086 OOW 3-9 3 1.012 -39318 6.2 7.735 -0.013 4.805 0.053 0.526 0,566 -1.663 3.593 4.310 -0.006 2.678 09029 39 4 1.096 OZu 15.010 -0.673 -0.410 0.485 0.053 0.309 0.614 -0.033 8.375 -0.389 -0.230 0.263 0.030 39 5 0.871 34936 8.399 39309 -0.1% -5.115 0.052 -0.034 0.488 2.192 4.694 1.832 .0.111 -2.884 0.029 39 6 0.678 2.922 -64% -13.910 0.953 -6.171 0.053 0.617 0.381 1.629 -3.608 -7.775 0.535 -39451 00029 310 1 1.038 3.174 -4.049 -26.720 0239 -129860 0053 0.863 0.583 1.775 -2.240 -14.920 0.133 -7.173 0.030 310 2 1.882 0%S -16.010 37650 -0.755 -9.471 0.059 1.193 105] 0.544 -84931 -20.890 -0.624 -5.282 0033 310 3 1.973 -6.107 -3.178 16.120 Od84 3.8% 0073 09749 1.108 -3408 -14785 9008 0.271 2.177 0041 310 4 2.438 -5.342 22.450 15.2]0 -0.114 3.334 0.092 0.389 1.370 -2.982 12.510 8.523 -0.065 1.858 0.051 310 5 2.705 -1.164 34.850 -0482 -06417 -6.220 0.109 -0.070 1.521 -0652 19.430 -0.281 -0.236 -3.483 0.061 310 6 2]04 0041 33830 -29.300 -0.832 -11.040 0.121 -0.155 1.521 0019 18.]60 -16.380 -04]0 -66181 0.068 310 7 2441 2.085 16.860 -34.410 -0657 -12.440 0.130 -0377 1.374 1186 8.302 -19.250 -0.373 -6.970 0.073 3.10 8 2.1% -1.658 2009 -11.100 -0.395 0.709 0.140 -0.114 1238 -0930 1.157 -6.230 -0.227 0.375 0.078 310 9 2.464 -5.055 219750 42.490 -1.039 11.640 06152 -O.d43 1.388 -2.826 12.190 23.]20 -0.588 6.4% OOBS 310 10 3.488 -4015 55.680 30.710 -4.113 ]279 0.163 -0.138 1.964 -2242 31.120 17.160 -2316 4070 0091 3-10 11 3.412 -1.838 42.350 6959 -0.997 1.664 0.168 -0.028 1.920 -0.914 236880 3893 -0360 0935 0.094 41 1 2001 7.566 1.557 -106.800 29.330 -46490 0.009 8.198 1.134 4.294 1.7% -60.760 16.610 -26930 0.005 41 2 -2047 -4.736 -7960 -8.557 28090 -3945 0.030 12.860 -3476 -8.595 -14.500 -159190 499770 -7.057 09054 4.1 3 -5.106 -5.662 6.840 2.192 17.300 2.267 0.060 9.981 -8901 -10210 12230 3.9119 300540 40040 09106 4.1 d 3.834 -4900 22.950 10.390 12.280 9.208 008] -6.018 -6.611 -8811 41.160 18.540 21.750 16410 0.1% 4.1 5 2.%1 -5.457 71.220 31.170 246560 17.430 0.194 .9010 1.434 -3.041 3997W 17450 44.010 9.775 0.103 4-1 6 4.279 -2.068 84.320 14.5. 7202 14.410 0213 -].740 26431 -1.152 47.070 8.136 4.084 8.080 0.119 4-1 7 6.992 4.572 83.060 4.525 8.533 5.791 0.203 -6.030 4.038 2.552 46.360 2.532 4917 3.235 0.114 4-1 8 8933 129650 63.790 -3.888 7.545 -2.278 06169 -3.657 4.032 7.062 35.620 .2.1% 4.393 -1298 0,094 4.1 9 50490 23.860 24.400 -6.970 4.560 -5.986 0.114 -1.570 3.209 13320 13610 -39931 29679 -3.381 0.064 4.1 10 4.562 32.340 -W.920 -5.940 0.529 -5.37/ 0051 -06721 2.672 18.060 -34.000 -3.3% 0.313 -3.041 0.029 4.1 11 2.683 WAW -213.000 -0.531 0.415 2273 0.005 0604 1.581 340840 -118.900 -0321 0.244 1.238 09003 4.2 1 1.8]4 -58.810 -197.100 7.197 -1.23] 29409 0003 0.874 1.110 -32.800 -110.000 1982 -0.706 1319 0.002 4-2 2 1.169 -42.210 -70.560 10.200 -0.229 7716 00% 1.218 0.698 -23.540 -39.390 5.673 -06133 4.289 0.014 4-2 3 0.082 -19.070 -6.201 11000 -2.960 9091 0051 2.2]3 0.049 -18.240 -5.866 10.510 -2736 8.692 0.049 42 4 -0.185 -8.941 21.360 6.629 -0.654 5.561 0052 2.929 -0.339 -16.030 3863W 11.870 -1.130 9.957 0.093 42 5 -0520 -3.535 35.090 3353 -2.435 2.851 09065 2r959 -0912 4332 629W 5.9]7 -4.231 5.084 06118 42 6 -0,633 -1.139 41.600 1.060 -0.985 0.906 0.072 2.921 -1.105 -2037 ]4.600 1868 .1.707 1.592 0129 4.2 7 -0.718 1.220 40.540 -1.273 0.427 -1.100 0.070 2851 -1.252 2193 72.690 2.326 0.750 -2009 0,126 4.2 8 -0.829 6.289 31.810 -4.966 -1.130 -4.308 0.059 2.718 -1.445 11.280 57.040 -8.945 -1.962 -7761 09107 4-2 9 -0.862 9.374 13.100 -5.849 0.218 -509] 0.2 2171 -1.505 16.820 23.480 -10.520 0.386 -9172 0.076 4-2 10 -0.895 18.740 -14.840 -5.268 -1241 -4.617 0022 26681 -1,%5 33.620 -26.630 -9460 -2.155 -8.300 0.039 4-2 11 4894 MOW .71.270. -3.848 0.147 -2473 0.003 2.713 -1.563 469660 -127.800 -6.890 0267 -4.443 0.006 4-3 1 -1,389 -226860 -59.980 -8.247 0.0% -1.535 09000 1.789 -2426 -41.010 -1076600 -14.860 0.170 -2.7/3 0.000 4-3 2 -1.302 -9338 -11.320 -2.191 -0.486 1.646 , 0001 1.895 -2276 -16.]60 -20.310 -36947 -0.837 2.952 0.002 4-3 3 -1214 -2.002 6.094 1441 -0646 39051 0.004 1.929 -2.118 -3.597 10.930 26593 -1.120 5484 0.008 4-3 4 -0.8]] 1.885 5389 5.141 0.184 3.434 0005 2.232 -1.526 3.378 10.3% 9.243 0.325 6.174 0008 4-3 5 -0]91 9.048 -10.220 10.510 -0.039 6.102 0.002 2.11] -1.372 16.220 -18.320 18870 -0.066 Mn 0.003 43 6 -0718 21.850 -56.1. 22.410 .09198 8.703 0.000 1.966 -1.241 399170 -lW.700 40.190 --0341 15.610 0.000 44 1 -0.295 -29.440 -83.150 2.546 -0.200 6.064 0.003 2.175 -0. W3 -52.770 -149,000 49572 -0.353 10.680 0.5 4.6 2 -0.363 -20.BW -200110 1852 0.560 5.620 0020 2.2 -0.620 -37.370 -.OW 6.911 0.977 10.080 0036 4-4 3 -03% -10.200 9.555 5.090 -0.792 5471 0042 1.T71 0.677 -18280 179120 9.127 -1.371 9.811 0075 4-4 4 -0.375 -].0. 29.830 46891 0073 44766 00. 1.682 -0.639 -12.610 539460 8.769 0.131 8.564 0106 4-4 5 -0.329 -2.093 39.580 1..5 .09821 1.851 0.073 1.513 -0.559 -3752 706920 1559 -1417 3320 0.130 44 6 -0.306 0.111 42.770 -0.053 -0075 -0033 0076 1432 -0.518 0.1% 76.650 -0.094 -0 .125 -0.058 0.137 44 7 -00281 2.315 39.080 -29058 0.593 -1.903 0.072 1.354 -04]5 4.148 70.040 -3.688 1.029 .3.410 0.129 44 8 -0.232 7.262 28.900 J.678 -0.187 -4695 0.059 1.203 -0.388 13010 51.7. -8.36 -0.319 -8.615 0.107 4.4 9 -0.207 10450 80019 -4.701 0377 -5.276 0.041 1.131 -0.344 180730 14.370 -8.428 0652 -9458 0.073 4-4 10 -0.159 20.670 -22.710 -0.623 -0269 -4.988 0020 0.995 -0.259 370060 -40.700 -1.121 -0.459 -8.964 0036 4-4 11 -06136 28.870 -86.040 4.954 0.219 -4.962 0.003 0.937 -0.219 51.730 -154.200 6.875 0.376 -8.900 0..5 4-5 1 0.113 45.9. -112-100 -24.070 0.391 -12.980 0.000 0508 0.059 -25.660 -62.520 -134W 0.227 -7.233 0.000 45 2 -0009 -15.760 -16.120 -13360 -0.138 -6.927 0.007 0.663 -0024 -16.480 -16.870 -13940 -06155 -].232 0007 4-5 3 0.015 -5.847 17.BW -5612 -0.331 -3.592 0.020 0.383 0.003 3.262 9.958 3.120 -0.1% -1.997 0011 4-5 4 0.160 1.019 26.770 OMS 0.252 -2975 0022 0.463 0.090 0.566 1499W -0.033 0.164 -1.654 0012 4-5 5 0.176 13460 5.092 3.589 0.128 -29377 0.013 0.504 0.1. 7.W5 2.838 1.995 0.071 -1.325 0.008 4.5 6 0.252 0 -68600 6.978 -0.010 0.282 0001 00600 0.143 18.660 38.2W 4982 -0008 0.151 0.001 d-6 1 -0.028 -39.110 -1.695 -0.016 -1.900 0.001 0.558 -0.043 27.610 -60.830 -2.637 -0025 -2a% 0001 4-6 2 0.036 0 5.891 -2.048. -0477 -1.3. 0.016 0430 0.017 -6.702 3.288 -1.148 0274 -0.752 0.9 416 3 0.122 9 30.320 -2.369 -0.709 -1.720 0.025 0.460 0.064 0.029 16.910 -1.331 -0404 0WS 0014 46 4 06150 8 21.100 -2.602 0.688 -1.833 0.022 0.489 0080 3.057 11.7]0 -1.462 0.394 -19031 0012 46 5 0.177 0 R -2165. -1.110 0600 -0.4. 0009 04. 0095 109330 -12.050 -0628 0.363 -0268 09005 4-6 6 0.201 0 41.480 -124400 4.700 0.609 5011 0.000 0.574 0109 23.140 -69.3% 2.614 0.346 2.791 0.000 4-7 1 0234 -145.000 8.2]5 -0.242 2.%5 0.006 0.608 0.127 -27.940 -80.900 4.616 -0136 1663 0.004 4.7 2 027/ -%.560 6818 0.456 6016 0.035 0551 0.152 -19.910 -20.400 4918 0.260 4470 0020 4.7 0.378 16940 10.170 -0.646 8.872 0.072 0.589 0.209 -10.010 9457 5673 -0.366 4949 0040 4.7 4 0 427 0 52 9. 8.6. 0.204 7.531 0.103 0.589 0.236 -6.822 29.560 4848 0.117 4.201 0 058 4-7 5 0.4% 7 ]0.030 2.358 -0.058 2.089 0.120 0.565 0.276 -1.689 39.080 1.315 -0 .487 1.165 0.069 4-7 8 0515 1.168 73.]60 -1.622 -0.024 -1298 0.128 054fi 0.266 0.652 41.1. -0.906 -0.013 -O.ns 0.071 4-7 7 0.519 5.381 64060 5467 0.763 -4.553 0.119 0.528 0.288 3.003 35.750 -3.051 0.4% -2.541 0.0% 4-7 6 0493 14.]50 41340 -10.700 -0.1. -6.908 0.095 0.506 0274 8.229 23070 -5970 -0064 -4971 0.0. 4-7 9 0.468 20.670 -1.188 -11.210 0633 -9270 0.062 0508 0.260 11.530 -0663 -6.254 0.360 -5.172 0035 47 10 0425 39.510 -61.170 -7298 -0.251 -5.727 0028 0.551 0.236 22060 -34.130 -4072 -0.144 -3.195 0.015 4-7 11 0421 54.970 -1..8. -3.328 0.671 -0.110 0003 0.593 0.234 30.670 -100.900. -1.857 0.380 -0.061 0.002 4.8 1 0447 -54.860 -181.2. 4.359 -0.226 0.316 0..3 0.546 0.249 -30.620 -101.100 2432 -0.130 0.176 0..2 4.8 2 04% 39.160 -61.9. 9256 0.1 6.8 0.028 0.594 0.276 -21.8W -34.590 5.165 0.272 3.319 0.016 48 3 0351 -23.320 5308 3828 0.352 9323 00. 04% 0.193 -13.010 2.962 2.1. 0.198 5.202 0.035 4.8 4 0.704 -14.440 40 540 11.020 -0.009 8r863 0096 0.3 0.392 -8.055 Man 6.148 -06005 4r946 0 054 4-8 5 0.570 -8.103 66.210 8.325 -0.050 5.346 0.121 0.487 0316 -3.405 36.940 4.645 2.983 0.067 4-8 6 0.860 -0.924 ]4.650 -0.28] -0.389 1. 01 1 0130 0.559 0482 -0.515 41.660 -0.160 0 564 0.073 4.8 7 0.892 3300 71.640 -4.288 0376 -2458 0126 0.52] 0.498 1.864 39.9. -2.393 -1.372 0070 4.8 8 0.750 11.4. 52 4. -7.714 0.194 -7.682 0.105 0 351 0.418 6.412 29.290 -4.306 -4 288 0.059 4-8 9 0.914 9.330 22.580 6.327 0.110 -9.350 0.0]4 0458 0.511 10.7. 12600 -3.531 .5.218 0041 4-8 10 0782 33.730 -36.460 -13.7. 0..2 -7.959 0.037 0.286 0.436 18.820 -20350 -7.676 -4.3 0021 4.8 1 0,794 46aW -140.]. .135. 0.510 -2816 0.5 0.293 0443 26.1. -78.500 -7.532 MO.287 -1.573 0 . 3 4.9 1 0.816 -41.]20 -118.4. -15.210 0.093 -].189 0.0 0.211 0.4% -23.2. -66.0. -8493 -4014 0.000 4-9 2 0.666 -18.110 -20.7. -4.445 -0.024 -0.273 0..6 0203 0.484 -10.110 .11.6. -2485 -0.156 0..3 4-9 3 0.926 -4.746 16.740 -0.280 -0.079 1.226 0016 0.178 0,516 -2.808 9340 -0.162 0680 0.9 4-9 4 1.057 2.415 21.530 3.641 0,264 0.149 0017 0419 0.593 1.349 12010 2029 0.079 0010 4.9 5 1.113 16 470 8.035 0.164 0308 0.009 0.451 0 624 8.634 4.485 -0.175 0.005 0.9 6 1.138 33.44 0 -88.560 6.356 0.613 1 530 0.1 0.315 0.639 18.670 -49430 3.551 0304 0.853 0000 KTO Veil's Front DOOr Mid lave) Design Stip Forces ID 9BC6m MetMI.P. SM ( sl MUM Axial K s) MUM VerBCal (rip.) MUM Bandng (Y' 8) MUM Torsion (W 0) MUM Marts Mach Min I.P. Dphm. Twist (kip. Defle M Shw 5sndn h (Inches) Ou s) MinM Abel (Kips) M,M Vxticsl ( al MinM B ng (Id h) MinM Torsion (Id 8) MinM Dphm. Bending Minh in TM t(kip- De11ec8 iq (inches) 4-10 1 0.310 0.883 -22.010 -49.220 -15.670 0061 2087 0.001 0.654 1.574 -39420 -88.170 -27.690 0.110 -5.169 0002 4-10 4-10 2 3 0.404 1.890 1.714 -15.600 -2.522 2.014 32.730 -8.331 1.725 -0.150 -0.163 -1.928 3461 0.024 0.041 0.226 0.166 0.949 0.963 -8.705 -1.407 1.119 18.260 -4.656 0955 -008.5 -0.061 -1.080 1925 0.013 0.023 4-10 4 1.618 9.667 31.410 44 2.2 -0053 04 5.1 0.041 0.142 0909 5.396 17.530 1.355 -0.030 2.808 -2- 4-10 5 .817 15.320 -7,740 -5.713 0.045 1.1.11 0.013 0.343 1453 27.450 -13.880 -10.230 0.082 2.002 0023 4.10 4-11 6 1 ,718 0.786 34.590 -88.640 -38.160 -41.940 -112400 51.620 0.146 -0.441 3.361 -4.723 0.001 0.000 00561 -1.180 1276 61.970 -158.800 1399 -]5.130 -201.300 -68.390 92550 0.261 -0.785 6.025 -8440 0002 0.000 4-11 2 1 0.666 -37.620 -]0.820 65.530 -0.292 2.007 0.005 -0.321 1185 -67.600 -126.900 117.400 -0.520 3.765 0.009 411 b11 3 6 ~278 .782 .83] 0437 -27.850 .23.]50 42.410 -18.260 12.3]0 2].620 .0397 -0.206 0.669 -0055 0.011 0.018 -1.512 -0496 1.393 -49.890 -75.950 1.133 -42.560-32.]00 22.210 49.520 -0.705 -0.365 1.724 -0.075 0.019 0.031 4-11 5 .709 .16.900 -4.132 7.952 -OAM 0.139 0.024 -1.026 1.281 -30.270 -7.396 14.280 0.715 0.269 0.044 4-11 6 7 1.063 -27.080 1.006 -17.960 19.310 27.890 24.600 8.730 -0.482 -0.176 1.478 -6.154 0.066 0.065 -0.221 -0.363 0.597 -15.120 0.565 -10.030 10.780 15.570 13.720 4.883 -0.272 -0.099 0,814 -3445 0.031 0.037 4-11 8 -1.590 1.276 -12.870 34.820 -19.840 0.088 -8.873 0074 -0.892 04717 -7.188 19.440 -11.090 0.068 -4.961 0,041 4-11 4.11 9 10 -0.437 -0.558 1.000 1.029 -8.604 -6.704 42.980 49080 -B.SN -103]0 -0,310 -0962 -12.320 -14.960 0.061 0.085 -0.245 -0.313 0.562 0578 -4.804 -3.743 23990 27400 -3.88] -5.798 -.01- -0561 -6 -8357 0.045 0.047 4.11 11 -0.282 0.857 .2.169 38.640 -9.279 0.557 -7.803 0.088 -0.158 0482 .1.211 21.680 -5.183 00313 40359 0,069 11 1 -17.010 0.899 24.670 49.990 107.500 -34.120 62.780 -0.005 -29.880 1.487 42.500 -86.740 189.200 -59.390 108.200 -0.003 St S1 2 6.478 3 -109120 2].740 40.6 -24.880 -26.210 -50190 6.032 21.490 11.000 2fi32 0.532 -10.930 4.056 0015 0077 10.240 -5.649 67.970 -44,460 -69.520 23.370 -14.680 39370 370570 6.446 30W -20010 1.046 2478, 0.027 0043 S1 St d 5 -5.992 -6]89 29.260 -16.100 22.660 -7.099 55.170 81.060 18.530 13.060 6.039 -8.824 8.002 10.820 0.125 0.157 -3.568 -4.104 16.910 13210 .9.018 -3.878 30.890 45.390 10.570 7.322 3932 - -4.736 4.610 8.069 0.070 0088 11 6 4.663 15.420 -1.022 85.160 12.000 -1.919 10.680 0.169 -2.816 9025 -0.577 47.670 6711 -0.928 5960 0095 St 7 0.760 10.870 6443 74.290 11.190 -7.348 10.060 0.166 0.375 6408 3600 41.560 6.157 -6.147 5.535 0.087 St 8 3.814 5.402 13.970 42840 8.585 -9.656 6.231 0.12$ 2.197 3216 7.804 23.950 4.664 -5422 4.485 0.070 5.1 9 2 720 1.952 9.249 -3.295 4.023 .2793 1963 0.047 4.691 1246 16.550 -5.880 7.447 -4.862 7.304 0.083 S1 10 3.162 0.062 7.845 -40.430 3.481 -5.075 3293, 0.025 5.432 0036 14.050 -72.300 6.427 -8139 69245 0.045 Sl /1 3.187 3.211 -81.8]0 3389 -1.504 3.680 0.014 5477 -1.078 5.755 -110.700 69194 -2,586 6.355 09024 12 5.2 1 2 3.140 39001 -1.121 -1.546 -2103 -7.194 -61450 -42.480 3.868 4.659 -4.125 -1.332 39757 4265 0.013 0.020 5.403 54171 -1.%9 -4,837 -109.900 .2693 -12.880 -75.970 6.632 8.367 -7.086 -2.276 6,806 7.679 0.026 0.036 12 3 20541 -2.028 -8.724 -7.582 4.711 -1657 4,026 0.036 4.391 .3.514 -15.620 -13.450 8426 -6.294 70214 0,064 S2 4 3986 -3.658 -13.170 31.700 6.653 -2.247 5.787 0.097 2.291 -2.113 -7,354 17.630 3.725 -1.314 3.236 09054, 12 S2 5 6 3204 2899 -3.669 -30530 -5.823 -10817 64.990 77.310 2.362 -0.621 -SAW -2.537 1.683 -0.520 0.123 0.135 1.844 1656 -2.120 -2.039 -3.258 -1.020 36.210 439100 1.332 -0.333 -3.293 -1476 0.946 -0281 0.069 0.075 6-2 7 2.655 -3.356 2AW 74.630 -3.632 0.100 -2729 0.131 1522 -1.937 1.215 41.620 -2.014 0043 -10514 0073 12 8 2.336 -20972 9.494 52100 -90313 -1.925 -6616 0.110 1.338 -1]13 5291 29.070 .5.187 -1.111 -3.684 0061 5-2 9 2.245 -20785 12.130 17.640 -11.660 0.230 -7,930 0.078 1.284 -1.603 6.784 9.851 -6498 0.124 -4419 0.044 S2 12 10 11 1229 1110 -1.607 -1.358 6.265 2.778 .189250 -349430 -6.883 -24W -0.987 -0023 -4.333 -2.863 0.024 0.009 2.150 2.11S -2648 -2364 11.240 49982 -32.750 -61.770 -12340 -4472 .1720 -0.037 -76774 -5.138 0044 0015 13 1 1.080 -1.330 -1.442 -336910 2.056 -0.984 1.313 0.004 1.888 -2317 -2.564 -60640 3680 -1.714 2349 0.008 13 2 0.966 -1.442 -39331 .19.560 1.671 -00257 0.250 -0.004 1.677 -2.512 -5.974 -35.110 2.986 -0.643 0.643 -09007 13 3 1000 -10352 -1.626 -4.882 -2.770 -0.484 -1.698 -0000 1.735 -2.351 -2.920 -8.715 -4.972 -0.835 -2968] -0.006 13 13 4 5 1.188 1.177 -1.052 -0.969 0.113 1.966 -38!73 -18.570 -1.930 -1035 0.181 -0096 -19141 0.926 -0002 0.003 2.073 2051 -1827 -1.676 0.197 3.520 -6.967 -33.290 -3452 -1.843 0.318 -0.164 -2043 1.666 -0.004 0.005 13 54 6 1 1.119 1,014 -0.006 -0.963 -1330 -33.510 -2286 -32.170 3.132 13.410 -0.369 -0.163 6.108 4.389 0.014 0.019 1.948 1358 -1.527 -1.660 -2.387 -60.050 46098 -57650 5.618 24030 -0.600 -0275 100950 7.869 0025 0.034 S4 14 2 3 1.007 1.870 -0.833 -0.854 -5.819 -18.030 -14.670 13.%0 9,952 5.991 0437 -0.335 5.284 106110 0.035 0.098 1.746 1.076 -1432 -0.501 -10.430 .8.187 -329300 7.565 17.830 3.364 0.764 -0.196 9669 5.643 0.063 0.055 14 4 1.667 -1.068 -10.270 51.680 10.550 -09481 7.621 0.131 0.649 -0.628 -5.729 3261W 5.889 -0.281 40198 00073 5-4 5 1.385 -0.931 -60718 83.550 7425 O.ST7 5.059 09155 0791 -0.582 -3748 46.620 4.144 0332 2.823 0.086 14 8 1436 -2.615 94.600 0.273 0.188 2.153 0.165 0.831 -0.367 -1.348 52190 0,153 0.107 1201 0,092 14 Sd 7 8 1.085 1.161 -0.764 -0.444 5.698 9.589 86.530 63030 -3.064 -997W 0037 -00320 -1866 -6460 0.158 06137 0.631 0.674 -0452 -0268 3.179 5.351 48.290 35.170 -1.710 -5431 0.019 -0.187 -2.157 -3606 0088 09076 S4 S4 9 10 0.849 0.41% -0.5% -0.299 14.580 20.300 7.910 -14.420 -7.392 -2.045 -0.288 0.185 -9.880 -5.314 0.106 09040 0.497 0.716 -0 .333 -04% 86134 11.330 14.160 -25.650 -4.126 -3.663 -0.171 0318 -5.516 -9.57! 04059 0.072 14 11 0498 -0.157 3.690 -34.600 -10.300 0.019 4.579 0.024 0.852 -0.253 6.613 -62.010 -18460 0.033 -89206 0.043 SS 1 0.460 -0.106 0.332 -36.370 -10.010 -0.331 -69291 0.019 00783 -09166 06595 -65.180 -17.940 -0.564 -11.280 0.034 5.5 2 0.368 -0.078 -3.601 -21.010 1.091 -0.186 -0.592 0.009 0623 -0.119 -6452 -37.860 1.950 -0.279 -10066 00016 SS 3 0550 -0.057 -30779 24032 66127 -00284 30577 0.013 0325 -0.041 -2109 1.133 3.420 -0.170 1099] 0007 SS 4 0313 0.106 -00704 13,630 6.559 00174 40159 0,013 0415 0.055 -0.393 7.807 3.658 0.098 2.319 0007 SS 5 04413 0.086 1.802 -0423 -0620 00047 00593 0005 0,715 0.154 3,230 -0.766 -1,102 0085 1.079 00006 5-5 S6 6 1 0415 0.119 .022 -0900] -0.706 -11080 -10830 -6.513 0.897 -0066 -0036 -1.224 0.427 0.003 0003 0.723 0.508 0215 0.048 -0.157 -1.265 -19.8]0 -19420 .11.670 1604 .0111 -0066 -2.192 0.760 0005 00005 S6 16 2 3 .111 .165 -3.883 1.204 3.985 20.580 1489 -0.259 -0.280 1.011 -0.123 0.003 0.012 0.323 0.363 0.059 0089 -2.166 0.673 2.227 11.690 0835 -06142 -0.163 -0.266 056] -0067 0.005 0.00] S6 S6 4 5 06423 .191 .133 o.im 4443 4.852 10.030 -15440 -1441 -1443 -0.863 -0.767 0.009 0.002 0383 0.742 0.104 0.241 2480 595% 8.694 -2].670 -0.804 -2 .584 00373 0566 -0482 -1373 0.005 0.004 56 6 % .162 1.440 -36.610 0542 O.J09 0.006 0.719 0291 2579 -65.620 0.974 0.397 1,2]3 0. 11 S7 1 .178 -2.539 -37.0]0 2.645 1.816 0.009 0774 0.322 4.550 -66.630 4.741 -0.306 3.256 0.017 5.7 2 .193 -6.111 -21.390 3278 M 2.617 0023 06 0349 -10.950 -38.340 5.875 0.365 4.691 0.041 S7 3 405 -12.600 11.960 6896 -OA~ 5.433 5. 0073 0462 0.225 -6.918 6672 3.848 0266 3031 0.041 S7 S7 4 5 431 475 -9.844 -2.587 47.210 70.680 5.548 1.569 4.457 1.310 0.103 0.124 0.470 0.481 0.240 0265 -5493 -1.644 26.3`50 399440 3.096 OB6d 0117 -0388 2.48] 0.731 0.057 0069 17 17 6 7 .491 .504 1.406 5404 74.480 63.380 -0.671 -208T 0492 2.268 0.128 0.118 0.483 0486 0.274 09281 0,]66 3015 41560 35.360 -0375 -1.605 0.014 0423 -0.276 -1.265 090]1 0066 S7 8 .519 12.620 32.490 -6.733 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0003 0.3% 0.802 1.067 -15.]40 -10790 0.001 -4.885 0.002 0.691 510 2 0.282 0721 -2052 -9.490 4.3% -0.243 3.T 0.008 0.4]0 12% -3.678 -1].010 7.886 -0434 6.772 0014 0.4]0 5.10 3 -0.092 0.608 -1.294 5.375 10.940 -0.0]3 11.160 0.017 -0.163 1083 -2.321 9.637 19.610 -0.130 19.990 0031 -0.163 510 4 0440 1.%5 0.737 12.060 30.950 0.328 24.170 0.047 0.245 0.5% 0.412 6.728 1].270 0.183 13.490 0.026 0440 510 5 0442 0.864 S.SB9 -2.516 36.460 0.241 27.930 0.056 0.247 0485 3.120 -1.411 20350 0.135 15.590 0031 0442 5,10 6 0.430 0.655 2.697 -29.070 22.730 0.132 18.540 0.065 0.241 0368 1.505 -0 12.680 0.074 10.340 0.036 0430 511 1 -0.555 0583 8.817 -17.270 15.510 -0.007 14.260 0.067 -0.311 0.32] 4.921 1 8.651 -0.005 ].958 0037 -O.SSS 511 2 0.351 0.242 -3836 -19.070 3884 -0.070 4.933 0038 0.625 0430 -6.874 0 6957 -0.125 8.843 - 0068 0.625 511 3 -0.514 0.540 0.477 -26140 -5.286 0.404 -4404 0.070 .0.288 0.303 0.267 0 -2.954 0226 -2461 0.038 -0.514 511 4 -0.514 0.510 0479 -28.690 -5.286 -0.172 -43% 0.074 -0.288 0303 0.268 0 -2954 -00% -2458 0041 -0.514 5-11 5 -0. 0272 -3990 -7893 0.001 0044 .0,395 0485 -].149 0 -21.500 0.002 -16400 0.078 511 6 0.321 01]4 1851 -7.6]8 0.006 -9.258 0.047 0.572 0310 -1 0 -13.760 -0.010 -16.580 0084 0.572 51 7 -0.297 -13.620 -0.113 -10890 0529 0487 -24400 -0.202 -19500 0.088 0336 -1.488 8.828 -14.540 0.163 -10.510 0052 -1.050 0.5% .26.030 0.291 .18.820 0.093 -1.050 9 -0.568 26 10280 14220 -10500 0053 -1013 0582 -25.460 -0868 .18.800 511 10 0049 0.191 -1.383 16.670 0054 008] 0.341 -2478 0 -11.130 -0.066 -17.120 0.0% 0.087 5.11 11 -0.395 0265 -0.203 12860 -9.716 0.21] -6013 0.054 -0.704 04]2 -0.363 0 -17.400 0.387 -10770 0096 -0.704 Dasgn Ship Fans Val', Front Door Mid U" Msu P Mu P M. P Mss p Mar P MW P Miss p Min P L.P. M. P M. P Min P Min P Min P Min P Min P ID Se om Ada Vef w Baridng Tasim Dphm. T Ast(idp- Deflection Shear Ada Vwticel Bendng Tmsim DOW. Tvast(Mp. 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-0.868 0.782 .27.850. -42410 12.370 -0.397 0.669 0.011 4-11 4 1.133 42.540 -32.700 49.520 -0.365 -0.075 0.031 -0.278 0637 -23.750 -18.260 27.620 -0.206 -0.055 0.018 4-11 5 1.261 -30.270 -7.396 14.260 -0.775 0.269 0.046 .0.576 0.709 -16.900 -4.132 7.952 -0436 0.139 0.024 411 6 1.063 -27.0110 19.310 26600 -0.482 1478 0.056 .0.221 0.597 -15,120 10.780 13.]20 -0272 0.814 0.031 4.11 7 1.006 -17.960 2].890 8730 -0.176 -6.154 0065 -0.343 0.565 -10.030 15,570 4 -0.099 -3445 0.037 411 8 1.276 -12.870 34.820 -19.800 0.086 4.873 00074 -0.892 0.717 -].186 19440 0048 0041 9 1.000 -8.804 62.9 -6 .594 -0.340 -12.320 0.001 -0.245 0.582 -4.804 23.890 -0.192 -6.882 0.045 d 10 1.029 -8.704 49.080 -10.3]0 -0.982 -14.960 O.W5 -0.313 0578 -3.]63 2].400 -0541 -8.357 0.017 4-11 11 0.857 .2.169 38.840 -9.279 0.55] -]803 0.088 -0.158 0482 -1.211 21.680 0.313 .359 0.049 51 1 1.68] 42.500 -88.740 189.200 .59.390 109.200 -0.009 -17.010 0.8% 24670 49.990 -34.120 62.780 -0.005 S1 2 47.970 - A60 .89.520 37.5]0 3.094 -20.040 0.027 6.478 27.740 -26.880 -50.190 2.632 -10.930 0015 St 3 40.630 6.032 11.000 0532 4056 0.077 -5.849 23.370 -14.680 3.370 1046 2.478 0.043 S1 4 29.260 -16.100 55.170 18.530 6.039 8.002 0.125 -3.568 16.910 -9.018 30.890 3932 4.610 0.070 51 5 22660 -7.099 81.060 13.060 -8.826 10.820 0.15] -4.104 13.210 -3.978 45.390 -.736 . 0.088 51 6 15420 -1.022 85.140 12.000 -1.919 10680 0.169 -2816 9.025 -0.571 47.670 1 -0.928 5.940 0.095 St 7 10.870 6443 74290 11.190 -7.348 10.060 0.156 0375 6408 3.600 41.560 -4.147 5.535 0.087 St 8 5.402 13.970 42.840 8.585 -9454 8.231 0.125 2.197 1218 7804 23.950 4.064 -5422 4485 00070 St 9 3240 16.550 -5.880 7.447 4.862 7.304 0.003 2120 1.952 9.249 -1295 4023 -2.793 3.963 0.047 51 10 0.098 12.080 -62.170 5.346 -7.818 5.211 0.038 4.407 0.014 11.520 -59.260 5.308 -7.093 5.150 0.037 51 11 -0.5% 3.211 .61.870 3.389 -1.506 3.480 0.014 5.477 -1.078 5.755 -110.700 6.194 -2.586 6.355 0024 5-2 1 -19121 -2.703 -AW 3.668 -6.125 3.757 00013 S.6W -1.%9 4.837 -109.900 6.632 -7.086 69804 0.024 S2 2 -1.546 -7.196 42.480 4.659 -1332 4.265 0.020 5.171 -2693 -12860 -75.970 8.367 -2.276 79679 0036 S2 3 -2.028 -8.724 -70582 40711 -3.05] 4.028 0.036 4.391 -1514 -15.620 -13.450 8.426 -6.294 7.214 0.064 S2 4 -2.113 -7.354 1].830 3.725 -1.314 3.234 0.054 3.966 3.658 -13170 31.]00 6.653 -2.247 5.787 0.097 S2 5 -2.120 -3.256 36.210 1.332 -3293 0.940 0069 3.204 -3.669 -5.823 64.990 2.382 -5690 1.683 0.123 S2 6 -2039 -1.020 43100 -0.333 -1.474 -0.281 0075 2.899 -3.530 -1.817 7.310 -04621 -2.537 -0.520 0.135 S2 7 -1.937 1.215 41.620 -2.014 0.043 -1.514 0.073 2.055 -3358 2AW 7d 630 3.632 0.100 -2.729 0.131 S2 8 -1.713 5.291 29.070 -5187 -1.111 -3.684 O.W1 2334 -2.02 9494 52.100 .9.313 -1.925 -6.616 0.110 S2 9 -1603 6.764 9851 -64% 0.124 -6.419 0044 2.245 -2.785 12.130 17.640 -11.660 0230 -7.930 0078 5-2 10 -1407 6.265 -18.250 -66883 -0.%7 4.333 0.024 2.150 -2.448 11.240 -32.750 -12.340 -1120 -7.T4 0.044 52 11 -1.358 2.718 -34.430 -29492 -0.023 -20863 0.009 2.115 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4198 0073 1.467 -1.068 -10.270 51.680 -0.481 7.521 0.131 5.4 5 -0.582 -3.]48 46620 4.144 0.332 29823 0098 16365 -0.991 -6.718 63.550 7 0.5P 5.059 0.155 S4 6 -0.367 -1.348 52.790 0.153 0.107 1.201 0092 1436 -0.617 -2.415 94600 0.188 29153 0.165 S4 7 -0.452 3.179 48.290 .1.710 0.019 -2.157 0.088 1.085 -0.764 5.6% 85.530 0037 -3.866 0.158 S4 8 -0.268 5.351 35,170 -59431 -0.187 -3.606 0.076 1.161 -0.644 9.589 63.030 N -0.320 -6460 0.137 S4 9 -0.333 8.134 11.330 -4.126 -0.171 -5.514 00059 0.849 -0.Sm 14.560 206300 -0.288 -9.880 011% 5-6 10 -0299 7.910 -14.420 -2.045 0.185 -5.314 0040 0.716 -04% 14.160 -25.850 0.318 -9.523 0.072 SO 11 -0.167 3.6% -34.600 -10.300 0.019 -4.579 0.024 0.852 -0253 6613 -62.010 0.033 -8206 0.043 S5 1 -0.106 0.332 -36.370 -10.010 -0.331 -6291 0.019 0.783 -0.166 0.595 -65.180 -0.%4 -11280 0034 505 2 -3.601 -21010 1.091 -0.166 -0592 0.009 0.573 -0.122 -5.601 -32.690 -0.259 -0.922 0014 S5 3 -2.109 1.133 3420 -0.170 1997 0007 0.506 -0064 3.281 1.762 -0260 3.106 0.012 6-5 4 0.106 -0.704 136630 6.5% 0.174 4.159 0.013 0415 0.055 -0.393 1.607 3.656 0098 2.319 0.007 S5 S 0.154 3.230 -0366 -1.102 0.005 1.079 0.008 0413 0.064 1.802 -0.423 -0.620 0047 0.599 0005 S5 6 0.215 -0.157 -19.870 -11.6]0 -0.111 2192 0.005 0.415 09119 -0081 -11.000 -6.513 -0066 -1.224 0.W3 S6 1 0.048 -1265 -19420 1.600 -0.056 0.764 0.005 0.296 0.022 4706 -10.830 0.897 -0034 0,427 0.003 5-6 2 0.111 -3.883 3.985 1.689 -0.280 1.011 0.009 0.323 0.0% -2.166 2.227 0.835 -0163 056] 0005 S6 3 06165 1204 200580 -0.259 -0.462 -0.123 0.012 0.363 0069 0673 11490 -0.142 -0.266 -O.W7 0.007 56 4 06191 4.643 10.030 -10441 0653 -0.863 0.009 0.383 0.104 2460 5.5% -0.804 0.373 -0482 O'S S6 5 0.241 8694 -2]670 -2.584 0.%6 -1373 0000 .0.423 0.133 4852 -15.440 -1.443 0.323 -0.767 0.002 S6 6 0.294 2.579 45.820 0.974 0.397 1.273 0011 0.644 0.162 1400 -36.610 0.542 0227 0709 0.006 5-7 1 0.322 4.550 436.400 4741 -0.304 3.256 0017 0.441 0.178 -2.539 -379070 2.645 -00173 1.816 0009 S7 2 0.349 -10.950 -38.300 5.875 0.365 4.691 0041 0443 0.193 11 -21.390 3.278 0.200 2.617 0023 S7 3 0405 -129000 11.%0 68% -0.468 5.433 0073 0.462 0.225 -6.918 6.672 3.848 -0.266 3031 0.041 S7 4 0431 -9.8 47.210 5.548 0200 4457 0.103 0470 0.240 -5.493 26.350 360% 0.117 2.487 0.057 S7 5 0475 2.58] 70.880 1.549 -0.684 1.310 0124 0401 0.265 -1444 39.440 0.864 -0.388 0.731 0069 57 6 0.491 14W 74.480 68]1 0.023 -0.492 0.128 0.403 0274 0786 41.560 -0.375 0.014 -09214 0.071 S7 7 0.504 5.404 63.380 -2.877 0.742 -2260 0118 0486 0.261 3.015 35360 -1.605 0423 -16265 0.068 57 8 0.519 12.620 32.490 -6.733 -0.129 -5.193 0093 0.493 0.269 7.043 18.130 -0.073 -2.897 0.052 S7 9 0.524 15.060 -10.580 -7.898 0.616 -5.932 O" 04% 0.293 8.401 -5.902 4.407 0.351 -3.309 0.036 S7 10 0.538 12.550 -69.810 -5.968 -0.2% -4.291 0.034 O.SO7 0300 7.003 -38.960 3.330 -0.170 -2.394 0.019 57 11 0549 4.921 -102.200 -2.169 0.431 -1.562 0.020 0.503 0.308 2.746 -57.033 -1.210 0.245 -08]1 0.011 58 1 0.%4 4.935 -102.2OO 2.294 -0.340 1.698 0.020 0.493 0.315 -2.754 -579033 1.201 .0.193 0.948 0011 58 2 0.582 -12.580 -69.]50 6.107 0.394 4.433 0.034 .0486 0325 -]022 -38.920 3.409 0.224 2.475 0.019 S8 3 0628 -15.120 -10.310 8.027 -0.493 6.003 O.W3 04]9 0350 -6435 -5.755 4400 -0.283 3.384 0035 58 4 0.654 -12680 32.970 6.830 0.189 5.301 0.094 0 472 0.355 076 18.400 3.812 0.108 2.959 0 053 SB 5 0.704 -5455 86.100 2.859 -0.065 287 0.120 O.5 0392 -3.044 35.790 1.595 -O.Sn 1.276 O.W7 58 6 0]26 -1.452 75ASO 0.%il -0018 0442 0.131 0.425 0405 -0810 42.100 0.315 -0.010 0267 0.0]3 S8 7 0.746 2.552 71.840 -1.766 0.572 -1.443 0.126 0.403 0.416 1.424 40.0% -0966 0.324 -0.805 0070 S8 8 0.780 9.826 68.640 6027 -0.169 4.]83 0.105 0.355 0435 5.483 27.140 -3.366 -0.084 -2.670 0059 S8 9 0.7% 12AW 13.530 -7492 0356 -5.842 0.074 0.332 OM4 6.912 7.550 -4.182 0.202 -3.261 0.041 S8 10 0.829 10.950 36.2% -6.505 -0.219 -5.179 0.042 0.280 04% 6.113 -20.250 3.631 .0.124 -2891 0.023 S8 11 0.849 5.063 -83.900 -3.569 0.172 -3.205 0.016 .0.256 0.474 2.814 -35.670 -1.%2 0096 -1.]89 0009 , 5.9 1 0.874 -1.963 -83.670 -0.756 -0.192 -0.943 0.009 0.230 0.408 -1.086 -35.530 60422 00.109 -0526 6 635 5.9 2 0935 -7.929 -30.240 3.036 -0.262 1]84 -0.001 0.215 0.522 -4424 -16.870 1.695 -0.148 0.9% -0.001 19 3 0.918 4.242 2.674 -0.858 0092 0.717 0.001 -0.013 0.512 -2367 1492 -0479 0.051 0.401 0.000 S9 4 1.045 -0.942 13.250 1642 0.259 0.497 0.003 0.237 0.585 -0.525 7.392 0.919 0.143 0270 0.002 S9 5 1.130 4.110 -2.799 -1.018 0.1M .0.710 0002 0.265 0.633 2.294 -1.563 -0.566 0.080 -0395 0.001 S9 6 1220 2.328 -30.240 3871 -0039 -0.287 0.002 0.285 0.684 1.300 -16.880 -2.160 -0.023 -0.161 0.001 510 1 1A32 1.912 -28.200 -19.340 0.009 -6754 0.003 0386 0.802 1.007 .15.740_ -10.7W -4885 0.002 510 2 1.286 -3.678 -17.010 7.886 -0.434 8.7]2 0014 0.262 0.721 2052 -9.490 4.3% 3.T17 0.008 510 3 1.083 -2.321 9.637 19.610 -0.130 19990 D.031 -0.092 0.6% -1.296 5.375 10.940 1.1W 0.017 510 4 1.005 0.737 12.060 30.950 0328 24.170 0047 0.245 0.598 0412 6.728 17.270 3.490 0.026 5.10 5 0884 5.589 .2.516 MAW 0.241 27.930 0.0% 0.247 0.06 3.1W -1.411 20.350 15.590 0031 510 6 0.655 2697 -29.070 22.730 0.132 18540 O.W5 0.241 0.368 1.505 -16.2W 12.680 J 10.340 0036 511 1 0.583 8817 .1]270 15.510 -0.007 14.260 OW7 -0.311 0.327 4.921 -9.641 8.651 ]958 0.037 511 2 0430 -6.874 -34.170 8.957 -0.125 8.843 OWB 0351 0.242 -3800 -19.070 3.884 ~.070 4933 4 0.038 511 0.471 -28.140 5.2% 0.404 -4.404 0.070 -0.268 0300 0.267 -15.710 -2.954 -2.461 0039 5.11 4 0540 OA79 -28.8% -5.2% -0.172 -4.398 0.074 -0.286 0.303 0.268 -16.020 -2.954 -2.4% 0.041 5 0485 -.149 -14.130 -21.500 002 -16400 0.078 -0221 0.272 -12000 -9.155 0.044 511 6 0310 -12.730 3.320 -13.760 .0.010 -16. 0.080 0.1 -9.258 0.007 511 7 0.487 -6.911 6.1% -24.400 -0.202 -19.500 0.088 -0.297 0.27 3 -3851 3454 -13.620 -0.113 0.049 511 8 0.598 -2.665 15.820 -26.030 0.291 -18.620 O 003 -0.589 0.336 -1.688 8.828 -16.540 0.163 510 0.052 5.11 9 0582 -2.658 18.360 -25.460 -0888 -18.800 0.096 -0.568 0.326 -1.484 10.260 -14.220 -0488 10.500 0.053 511 10 0.361 -2.478 29.870 -11.130 -0.086 .17.120 001M 0.049 0.191 .1363 16.670 -6.214 -0037 -9.561 0.054 5.11 11 0.672 -0.363 23.040 -17.400 0387 -10.770 0.096 -0.395 0.265 -0203 12 .800 -9.716 0.217 -6013 0054 KV Design Strip Faces Atl Vail'. Front Door Mid L" Design Strip Fanrn Max M I.P. M.M MUM msxm MUM MMM M m MaxM Min M I.P. MinM MInM wM Minh Min: MinM MinM ID Section Sher Axial Valical Bendng Torsion Dphm. Twist(idp Deflection Sher A" Vertical Bending Torsion Dphm. T,.,(Mp- Deflection KI s (rips) (Kips) (Id 8 Od k) Send ID (inches) (Ki ) (Kips) (Kips) NO-BI (Iti 8 Berrdn 8 ( ches) &1 1 10.590 -28830 -38.170 43.840 -117300 100.500 -59.]80 0.048 5.%3 -16.520 -22.320 25780 -65900 56.140 -34210 09028 61 2 -30.320 -51.890 -14.740 62840 -10.450 -103.900 -7.753 0,111 -17.740 -30.020 -8213 35.690 -6.200 -62.250 -4.541 0.063 61 3 0..9 -25.970 1.355 95.410 19.180 -55.690 15900 0.141 0.579 -14.960 0.797 53.630 10.380 -339090 8621 0.079 61 4 10.120 -21.040 13240 1 360120 440690 280250 0.119 6.012 -12.180 7.444 38.250 19880 -20.530 156540 00057 &1 5 7.101 -11.210 21.740 -11.290 32.090 -18.370 18.870 0.033 12.060 -19.280 38.820 -20.000 57.790 31.140 34.0% 0059 &1 6 5.166 .10.630 39280 -142.300 49.800 -8.513 90636 0.002 8786 -18.110 70.190 -254.000 89.370 -14480 170500 00003 62 1 4.991 -9.670 -41.080 -142.900 -31.%0 -11.160 8,215 0.003 8.586 -16.590 -]3.530 -2S5500 -57.080 -19.090 14.880 0.006 62 2 3.803 -8.971 -31.240 -50.420 -21.100 -5.393 0.593 0.023 6.557 -15.410 -55.920 -69.940 37.660 -9.179 1.209 0.041 62 3 3.317 -12680 -31.170 2353 -18890 -8.684 -6.180 0.089 1.903 -7.377 -17.420 1.137 -10.590 -5.058 -36498 O.od9 &2 4 2179 -11.280 -22.500 67,290 -14.460 -4.063 -6.541 0.133 1.235 -6.547 -12.570 37420 -8.105 -2.383 3.689 0.074 &2 5 0.837 3,540 .8.323 101.800 -7196 -1830 -4.078 0.184 0447 -49953 -4.658 56.710 -4.379 -1.031 -2.302 0.091 62 6 0.563 -7.392 -1.639 116.800 -3.1% -ocas -1.934 0.177 0,287 -4.280 -1.039 65.080 -1.808 -0.044 -1.102 0.098 62 7 0.492 -6.392 4.611 111.200 1626 1055 0.441 0.171 0248 -3.694 2.561 62.000 0.884 0.590 0.226 0.095 &2 8 0.768 -46861 18.570 85.100 12.130 1147 5.021 0.144 0.404 -29798 10.350 47,470 6.746 0.688 2.784 0080 &2 9 1.003 -4.315 26.900 30.500 18.380 1.%1 6.671 0.102 0.549 -2479 15.000 17.020 10220 1.133 3.706 0.057 &2 10 0.873 -20046 27.800 -27.690 21.390 0272 3.431 0.029 1.548 -3.571 49.850 -49.680 38360 0428 6.169 0.052 62 11 1,027 -1.878 37.080 -110.100 32.510 0.7% -2.210 0.005 1.807 -3.279 66.480 -197.400 58.300 1358 -3.949 0.006 63 1 1008 -1.770 -26.920 -93730 -22.530 -0.279 0.041 0.000 1.76S -3069 38.250 -188.100 -40.380 .0.510 0.083 -0.001 63 2 1.060 -1.885 -14.060 -23850 -23.020 0298 -4.549 0000 1.830 -16283 -25.210 -42.440 -41.260 06520 -8.158 0000 63 3 19914 -3.148 4.901 3.760 -19.740 -0136 -3.639 0.008 1.113 -1.813 -2.731 2.112 -11.010 -0088 -2.026 0,003 63 4 2172 -2882 5.322 1.627 2.067 1.031 -2.073 0.006 1.2% -1.648 2.973 0912 1.164 0.592 -1.149 0.003 63 5 1.201 -1446 14.220 -29.210 9.518 0257 1.046 0.000 2,074 -2.4% 25.470 -52.$40 17030 0,454 1.859 -09001 63 6 1.125 -1.314 30.180 -104.800 M1,K, 0.090 -1.700 -0001 1.943 -2.258 549080 -18].800 40710 0.172 -3.059 -0.001 64 1 0906 -1.245 -39250 -126.500 -259270 -0 .663 09575 0.004 1.558 -2.136 -70.340 -226.600 -45300 71.180 19020 0.008 &4 2 0.845 -1.170 -30.390 -35690 -18.090 0.098 -3339 0.031 1,452 -2.OBa -54.450 -63.950 -32.430 0.182 -5.991 0.055 64 3 10273 -1.6% -29.930 2&"0 .13.770 -1.261 -6114 0.110 0.741 -0.978 -16.700 15.870 .7.680 -0.740 4744 O.%2 &4 4 1.162 -1.497 -21.010 906830 -99071 -0200 -5.544 0.157 0.688 -0.881 -11.720 50.690 -5.060 -0.122 -3.092 0.088 &4 5 0,745 -1.410 -6.991 123.900 -6.426 09230 -10264 00186 0438 -0.832 -3.901 69.140 -3.587 0.125 -0.705 0.105 64 6 0.946 -1.020 0.808 132.800 1468 -0.390 -0.088 0.198 0.551 -0.606 0340 74090 0818 -0.231 -0.050 0.110 64 7 OM -00875 7.486 121.200 5.491 0.365 1.829 0.187 0,515 -0.523 4.1n 67.660 3.083 0.209 1.019 0.105 64 8 0.550 -0.789 21,450 85.990 6.980 0.530 5.236 0.155 0.325 -OA73 11.970 47.980 3.892 0.306 29920 0.086 &4 9 0166 -0.494 32.630 25.810 26.530 0.116 6.104 0.108 0..2 4302 18.210 14400 4,800 0,065 3.405 0.060 64 10 0.302 -0.284 30.110 -41.600 12.190 0.193 2.949 0.030 0.510 -0 428 53.9]0 -746560 21,850 0 338 50288 00053 &4 11 0,431 -0.133 42.730 -132100 41.830 09091 0.004 0.740 -0.203 76.570 -237.900 74.960 0.149 0.065 0.007 &5 1 0.181 -0.154 -349720 -114.000 35.970 00248 -0.425 0.000 0.297 -0.239 fi2.220 -204.200 -64450 0434 -0.759 0.oo3 65 2 0.204 -0.074 -179470 -28.110 -17.640 0.123 -3.476 0.004 0.339 -06103 -31.310 -50.370 31600 0.218 -6.228 0.007 &5 3 0.386 0.012 .10.510 16.280 -12250 00079 -3.192 0.021 0.230 -0.006 5.%7 94085 -60838 0,041 -1.782 0,012 &5 4 00610 0.166 -0.592 32320 7704 0.226 -1951 0.025 0.355 0.084 -0.330 18.260 46298 0.128 -1090 0.016 &5 5 04686 0.262 17.700 1.719 25.670 0.045 29590 0.015 0.396 0 .141 9.878 0.959 14.330 0.023 1445 0.008 6-5 6 0.346 0.123 20.950 -549180 15.570 0.375 -0.953 0.001 0.597 0.231 37.550 -97090 270900 0653 -1.709 0002 66 1 09289 0.148 -220210 -55220 -18.160 0.072 1.776 0.001 0.462 0.275 -39.]90 -98950 -32.560 0.132 39184 00002 66 2 09603 0.332 -16.510 3.386 -9.352 -0.219 -0.970 0.019 0.348 0.182 -9.211 1.889 -5219 -0.128 -0541 0011 66 3 0.702 0.386 0.436 389720 3.284 -0.438 3.146 0031 0.402 04213 0.243 21.610 1.833 -0.252 1.756 0017 &6 d 09748 0A14 8.339 24400 8.930 0.7% 5.649 0.027 0428 0.229 4.653 13620 4.984 0.456 30153 00015 66 5 0482 0.263 14.900 -21160 12.710 0.392 4.927 0.006 0.804 0472 26.710 -39.000 22.]80 0885 8.830 0,011 &6 6 0547 0.299 30.30 -101.400 28.490 0.362 -0008 0.000 0.%1 0.536 54.460 -181.800 51.050 0.633 -0.014 0.000 &7 1 0.470 0.317 -36.260 -115.700 -33.220 -0.104 1.343 0.003 0.824 0566 -64.960 -207.300 -59.530 -0.184 2408 0.006 67 2 0502 0.329 -27.410 -33.080 -22.620 0.257 -3.885 0.025 0.581 0.588 -49.130 -59.290 -40.540 0447 -6.962 0.045 &7 3 0.980 0.632 -26.230 22.340 -18.950 -0.551 -8.3S3 0.091 0.546 0.354 -14.640 12460 -10.570 -0311 -4,662 0.051 67 4 0989 0.655 -18.020 76.490 -12.800 062% -6.611 0.130 0.563 0.367 -10.060 42.680 -7.146 0.148 -3690 0.073 67 5 1,036 0897 -4.328 102.700 -2.492 -0820 -16123 0.1% 0.5% 09391 -2415 57.300 -1.391 -0464 -0.62] 09087 &7 6 1.055 0.715 2000 105.000 2.511 0.044 2059 0.161 0.801 0401 1.116 60.240 1.401 0.028 1.149 0.090 &7 7 19073 0.732 8ln 92.880 7.579 0.939 5.262 0.150 0.611 0611 4.672 51.820 4.229 0.538 2.936 0.084 67 8 1.105 0.762 22.480 57.770 18.410 -0.195 10850 0.120 0.629 0.428 12.540 32.230 10.270 -0.108 6.058 0.067 67 9 0.638 0 435 17.380 -4.194 13.980 0.422 7029 0244 16120 0.775 31.160 .74511 25 050 0.735 12.590 0.079 67 10 00658 0.451 31.280 -%.180 27.280 -0.250 5921 0.020 1.156 0.804 56.050 -100.700 4eeeo -0444 10.610 0.035 6-7 11 00672 0.459 41.230 -149.]00 399580 0.330 -0382 0.002 1.181 0.819 ]3.890 -268.200 70930 OWi9 .0.691 0.006 6m8 1 0,591 0.468 -41.350 -150,000 -39.570 -0.227 0.476 0.002 1037 0.835 -74.100 -268.800 -70.920 .0403 0.835 0,004 68 2 0.601 O.An -31380 -56270 -27.210 0231 -5.820 0.020 1054 0.842 -56.240 -100.600 -48 n0 0.400 -10.440 0.036 68 3 0.598 0.480 -17.4]0 -4.120 -13.750 -0418 -6.827 0.045 t.m 0.857 -31300 -7.384 -26.640 -0.739 -12.240 0081 &8 4 1030 0865 -22.600 58.240 -17,820 0.118 -10.350 0.122 0587 0484 -12.610 32.500 -9.942 0.070 -51]0 7066 68 5 0.969 0.880 -8.441 93.600 -6.579 -09948 4.371 0.153 0.552 0,491 4.710 52340 -3.667 -0.538 -2.436 0.085 &8 6 0.926 0.886 -2.027 1096200 -1.297 .0 .164 -0964 0.165 0528 0.494 .1.131 60.960 -0.721 -0.091 -0535 00092 68 7 0.876 0.893 4.358 104.300 3.903 0.540 24131 0.159 0.499 0 497 2.432 58.180 2181 0.311 1348 0.089 1-8 8 0.755 0.909 18.240 78.650 16.480 -0.405 8.195 0.133 0430 0.5% 10.180 439890 8.084 -0.229 4,574 0.074 6,8 9 0.688 0.922 26.590 24.300 20.660 0.159 109010 0.094 0.392 0.512 140840 13.560 114530 09092 S.S86 00052 &8 10 0.314 0.536 27860 -32.140 23.410 -0.298 4.800 0026 0554 0.965 49920 -57.600 41.950 -0.525 8.603 0.047 6-8 11 0.281 0.554 36.840 .115.900 33.650 .0.023 -0.679 0004 0497 09% N.= -207.600 60.310 -0.039 -1.215 0.006 1,9 1 0.167 0.578 -30.320 -100.200 -27.150 -0.227 0.926 09000 0.2% i.N2 -54.330 -1799500 -48.660 -0.398 10658 00000 69 2 0.089 0.628 -14720 -21.020 -13.840 -0.215 -4.715 0.005 0.160 1.132 -26.370 -37.670 .24.810 -0.376 -86450 00009 &9 3 0.039 1.251 -7.505 22.070 -11360 -0.249 -7.134 09022 0.019 0.6% -4.189 12.320 -7.453 -0.143 -3.981 0012 &9 d 0.434 1.3% 1.685 31.830 2.451 -0.277 -69539 0.024 0.239 0.761 0.884 17.770 1.368 -0.162 -3,649 0.013 &9 5 0.222 0.836 11.000 -6.036 9.440 -0.155 -2.023 0007 0.405 14% 19110 -10.820 16.920 -0.264 -3.624 0.012 &9 6 0.300 0.8% 25.120 -70320 28.490 -0029 -4086 0001 0.545 1.6% 45.020 -126.000 51.060 -0094 -7.317 0001 6-10 1 -0.066 0.904 -26.620 -]9320 -35.680 0.049 -2.260 0002 -0.107 1614 -4].]20 -142.200 -63960 0.090 -4048 0004 6m10 2 0.651 1.671 -21.1% 2.862 -7.012 0.113 -4.371 0.054 0.380 0882 -11.820 1.592 -3.911 0000 -2.439 0.030 6-10 3 0.720 1.362 -6.315 26.770 17.520 0.028 14.760 0.098 0.403 07% -3.523 14.930 9.782 0.017 8241 0.055 6-10 4 -0462 0.981 1.133 27330 28.710 -0.347 15.310 0.122 -0.256 0551 0.632 15.240 16020 -0.194 8.547 0088 &10 5 -1.025 0.657 -0.226 34.020 -2.218 0.323 -3.916 0.137 -0.574 0.367 -0.126 18.990 -1.241 0.179 -2.188 O.On 610 6 -0.686 0.349 0.945 18.650 -4.390 0.275 -3.843 0139 -0.384 0.101 0.527 10.410 -2 454 0.154 -2.147 0.078 7-1 1 2].]40 7.755 1,094 118600 -166.200 155400 -%.650 0088 16.130 4.382 0.950 69.180 -97.150 91.580 -57.980 0.051 7.1 2 0,826 -8.486 7.419 71.920 -83.260 223.000 -23310 0.109 0.621 -4.970 4.348 40.980 -46150 131.500 -13.510 0063 7-1 3 -2.899 -20.350 -2452 33.630 33.740 112400 166% 0.125 -1.567 -11.880 -1.233 18.740 18.6% 66.700 10.430 0.071 7-1 d 6.255 -23.600 2.013 10.380 45.050 ]6.310 27860 0.139 3.601 -13150 1.208 5.583 25.250 45.280 15.640 0.078 7-1 5 -0490 -12.470 0.938 -15.fi40 18.7% 39.960 12.920 0.086 -0.648 -21570 1.582 -27.480 33410 61040 22.930 0.153 7-1 6 -3,501 -11.190 -1.142 -22.270 13.150 35.330 9642 0098 -5.848 .19 -2.114 -39.180 23.320 59.500 17.050 0.175 ]-2 1 -6047 -9.684 -3.833 -21.090 7.582 34.030 6.206 0.102 -10.260 -16.820 -66WS -3].140 13.380 57680 10910 0.183 7-2 2 -8.087 -7.643 -6.095 -5.438 2.821 26.040 3.281 0.116 -137% -13.290 -10.940 -9.141 4.858 64.120 56% 0.208 7-2 3 -16.110 -6.121 .12.880 42.810 -4.230 55.100 -0.953 0.236 -9.446 3.4% -].192 23.670 -2.276 32.260 -0.454 0.132 7.2 4 -15.220 3252 -11.090 84.130 -5.618 38.320 -2.345 0.262 -8.935 -1.835 -6.200 46.790 -3.073 22.380 -1.252 0.146 7-2 5 -10.990 0.005 -4.542 118.800 -4.935 41.340 -2.593 0.281 -6490 0.240 -2.544 86.080 -2.750 24.200 -1440 0.157 7-2 6 -8359 1.051 -0.568 128.900 -3.745 26.900 -1.990 0.28] -4.955 0.680 -0.325 ]1.860 .2.116 15.720 -1.128 0.160 7-2 7 -5.740 1.242 3.448 122.600 -2416 16.910 -1.200 0.282 -3.422 Ol% 1.917 68.360 -1,399 9.845 -0.708 0.158 7-2 8 -1233 0.4&4 10.330 92.070 -0OAV 12.640 0.2% 0.265 -O.no 0.346 5.760 51.360 -0.164 7.426 00% 0.148 7.2 9 0.463 -0.256 12.3% 52.630 0.537 8.811 0.783 0.240 0.234 -0077 6.911 29.350 0.206 5.151 0,362 0.134 7-2 10 2.117 -1.513 9.236 -0.052 0.502 1.287 0.817 0.173 2.334 -1.559 9.657 -0.118 0373 1441 0724 0.181 7-2 11 1819 -1.440 4.325 -17.500 -0.034 1.170 0.341 0.103 3.109 -2.553 7.759 -31.310 0.039 2.022 070] 0.180 7.3 1 1.940 -1.795 1.992 .20 .250 -0.389 -1.258 0.139 0098 3.300 3.143 3.578 -36.230 -0.633 -2.095 0320 0.175 7.3 2 1.808 -2.248 -0.584 -15.170 -1.121 -2.277 -0.351 0.085 3.055 3.885 -1.004 -27.130 -2006 -3.779 -0.605 0.152 7-3 3 1410 -2.368 0.327 -7.330 -1.882 -2.245 -0.841 O.On 2.372 -4.062 0.595 -13090 43410 -3.694 -1.520 0.139 7-3 4 1.177 -2.324 1.218 -9.906 -2.150 0.065 -0.995 0.076 1.975 -3.974 2.191 -17.730 -3.904 0228 -1.007 0.136 7-3 5 0725 -2.088 1.836 -22.010 -1.912 0.072 -0.823 0081 1.209 -3.555 3.297 -39.440 -3.486 0.208 -1.510 0.144 7-3 6 0.343 -1.741 -1.340 -29.160 -0.239 0.259 0.161 0.092 0.564 -2951 -2.3913 -52.290 -0466 0.515 0.261 0.166 7-4 1 0.188 -1.549 -4.0% -25.910 0.893 0.253 0.810 0097 0.303 -2.621 -7,270 -46460 1.587 0.513 1432 0.174 7-4 2 0.063 -1.3% -6.377 -7.387 1917 0.562 1.377 0.113 0.091 -2289 -11.630 -13.260 3.426 1017 2.456 0.202 74 3 -0.183 -1658 -13.320 48.850 4.801 1.577 3.165 0.232 -0.099 -0.%9 -7.435 26.160 2.676 0.890 1166 0.130 7-4 7-4 4 5 -0.256 -0315 -1,369 -11.310 91.640 -0.859 -4.040 128.100 4.188 1.352 1.548 1.979 2757 0.922 0260 0.219 -0.143 -0A -0821 -6.311 5 51.100 71,490 2.331 0.748 0.883 1.134 1.537 0511 0.145 01% 74 ]-4 -0.291 -0.600 -0.a43 0.300 136500 4.632 126.300 - 0437 -2234 1,71] 1460 -0.24 -1.466 02 079 -0.16 -0.164 ~028~ 1 2. SAW 0]0 -0.250 1.252 0.989 0.839 -0,140 -0793 0.159 0155 74 8 0.113 11.]30 87.950 -5.125 1.632 -3280 02% -0.122 W 9 .865 0 -18 0.144 7.4 9 -0.173 0.023 13.580 62.190 5]81 1400 -3.710 0.2 -0.096 8 23.540 -3,230 0.81 -2.073 0.129 7-4 10 -0043 0.119 6.193 -9989 -2%3 0775 -1.]25 0.11 -17.900 4.588 1345 7-4 11 -0.020 0.1]0 3.635 -27.430 -1657 0691 -1.205 0.09 13 -49.150 -2.%5 1.194 -2.15] 0.174 1 7- Vail's Front Door Building A Parking Garage No. 5500 Monroe & Newell Engin-, Inc Structural Engineers V~yl . D- - Diliu. 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J m J O~ U y O O c J C J w O a o o N U m v, O - O _ _ J o .9 O W o o J U C Q o - in w .N O o J cu O 0 O K V iA K a ' O O a¢ D in m p E ; O v to Oa E t -J Q¢ m m S H 0 m O¢ in m x c 0 ::j ::j z z ~ Q J N m ml O O 0 °o N a A N _ O 3 ¢ ~ v1 C 0 fn m S N O Z 2 a 2 90 W i/ Q a o ~ o w o U ~ J ~ 2 a _ r a o 0 co o J n w a J J in m S r O J J J J E V 0 54 0 a N J N W~O 0 0 0 0 0 0 0 O o h C4 10 C O ~ h O p - (Q + E C E E O U Js T O m - N N O o co r`p d 0 u `o fL 7 N K J LL a v m i o f::i ::i .7 a (n m' _ ~ O t O ~ a0 ao ~ Q O O . 0 0 0 0 0 0 l7 c6 O O m N f V t7 N O LC w O ap w o o o M o o N N C., N N J 'N + E d m J E m e N a c a` o N N 'c O - y U A N 'c _ o J~ J U - J E J U - J m ~ in _ Z. m o C J y m C _ Z` m `p o¢ in ¢ an d O c H o¢ v h tt LL Q VJ m S H O J Q to m 2 F 0 o o ~ o 0 0 0 ~ ~ m o o o o ~ o ~ O c o ~ o 0 0 0 0 o a a ~a ~ LL a $ o w o o o o o o 0 0 0 0 (V o o . y c o - in o O o E N n y .iJ O N J N - ~ - U~ U U ca o~° c J_ c o ~ U w ~ J U - J 9 w a oc c J_ a~° U U ~ U - .oi J~ D a °i ° c o ~ U - O 9 J 'in ,a V O . C N w J y o O~~ V K f 0 m y m Cin J - a. L o 0~ 7 fA K 7 C O Z y J to a v m= 0 :D:J Cl) a v" m i o J J a n m= O E U E U OL - ueld PiePue1S andu! gsayy nN IIeM !MO!eg speM :enogy speM'Bu!uadp gelS' oddnS su!l IspoddnS lwod !suasuew!p weeg !sweeg:sessau~!o! OZZ: L - eleoS y yewy qe!g sesiy qe!g suo!suewlp inn seu!l inn seloN lesN :rdu! ysalq ueld piepuelg :}ndul usaW 90OZ/OL/L - lda LOS P!l - edS le p!l 0 0 J N N - C ~ ilk YI ) C N Q 5 / d LL .y - 0 'y U C cm c 4) 4) LM 4) o_ 4) N 41 a N cm o E W C c N o V; C w 0 _ = _ Q it - fn A _ N (n y y c y a' o 55' Lid at Spa - Lid Spat.cpt-1/10/2006 Element: Supports Below Slab Summary Plan Element: Wall Elements Below; Wall Element Thicknesses; Walt Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Below, Column Elam, Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:220 b=12 b=20 b=20 d=24 d=12 d=12 b=20 hEE40 hao hit 0 d=12 Fix, Pin,ll~ in,Rigid Fix,Pin,Rigid hai) 5000 ps 000 psi 5000 psi Fix,Pin,Rigid b=20 5000*0 d=12 b=20 d=12 h~a 0 b=20 d=12 h:a 0 Fix,Pin,Rigid b=20 d=12 hzi0 Fix,Pin,Rigid 5000 psi d=12 hwa 0 Fix,Pin,Rigid 5000 psi hza0 Fix,Pin,Rigid 5000 psi Fix,Pin,Rigid 5000 psi b=20 5000 psi b=20 d=12 b=20 d=12 h-ao b=20 d=12 Q0 Fix,Pin,Rigid d=12 h ]0 Fix,Pin,Rigid 5000 psi h-13 0 Fix,Pin,Rigid 5000 psi b=20 Fix,Pin,Rigid 5000 psi d=12 5000 psi b=20 h{i0 d=12 F ix,Pin,Rigid ha 0 5000 psi Fix,Pin,Rigid t=18 5000 psi Pi h=10 I t=12 n Shear h 10 5000 psi ~ ear j 5000 psi Element: Supports Below Slab Summary Plan - 11 Lid at Spa - Lid Spat.cpt - 111012006 Other Dead Loading: All Loads Plan tffhe O ~ Loading: User Notes; User Lines; Usery7~,mensions 'Point Loads; Point Load Icons; Point Load Values Line Loads; Line Load Icons; Line Load Value; Area Loads; Area Load Hatching: Area ra :port: User Notes; User Lines; User DimehsionsOj WALL-CONC; ARCH; WALL CORE;IJOIST-AR; TEXT, DEFPbjNTS; SHADE; MVIEW; EXISTING;~iTITLE; OUTLINE; JOIST; GRID; WA, LL-C nt all Elements Above; Wall Elements Be[ IiColumn Elements Above; Column ElementsSelow; Slab Elements SlatxElement Edges; caf In- ~~I~tl'~I U ~JtJ 1~~ ~ r -f - F i vFZ=335 IY ' ~'I~. l _ _JV ' Fz=335 _ i _ _ ^ - Fz=335 li ,I Other Dead Loading: All Loads Plan - 12 S1 Live (Unreducible) L( n -able) Loading: User Notes; User L " port: User Notes; User Lines; User I all Elements Above; Wall Elements 1- -,b o Lid at Spa - Lid Spat.cpt - 1/102006 All Loads Plan risions; Point Loads; Point Load Icons; Point Load Values Line Loads; Line Load loons; Line Load``Values; Area Loads; Area Load Hatching GALL-GONG; ARCH; WALL-CORE;iJOIST-AR; TEXT DEFPOINTS; SHADE; MVIEW; EXISTING~TITLE; OUTLINE; JOIST; GRID; WgLL-( Elements Above; Column Elements!Below; Slab Elements; SI8,b1Element Edges; Live (Unreducible) Loading: Reactions Plan Live (Unreducible) Loading: User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Walt Elements Below, Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Scale = 1:220 Reaction Plot: (Wall Below,Column Below,Point Spring,Point SupportXFz,Mr,MsXStandard Context) ~ Nm ~ 3 Ni1`t' 3 ; C D N ~ Z~ m w 5e-N ; 3 ~N ~ i N~ ' O ,O W 11 O G ~ N N O O~ ~ N N N Ni ~ N ' ~ o N b rn o n 1 N N ~ N ~ iT rnbv o 5.9 Fz= 0 000888 7~ ' p w ~ SMr- t A w N Fz=724 SMr--0.0162 t Live (Unreducible) Loading: All Loads Plan - 13 Lid at Spa - Lid Spal.cpt - 11102006 Live (Unreducible) Loading: Reactions Plan - 14 5s All Dead LC: Reactions Plan All Dead LC: User Lines; User Notes; User Dimensions; Drawing Import : User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point SupportXFz,Mr,MSXStandard Context) 1 N K~'N .~-tP p N W lJ i N W O O i t N Z~ N O w ~ O O O b nw O rn p D• 'rot. ~1 N tjJ~ N ~ ~O N iP N N m ~~~~••N w ~ ~ ! N ~ ~ N i w W j m Fz=35.7 SMr:.0.00533 Fz=403 SMr--O 0897 Long-Term Deflection LC: Deflection Plan Long-Term Deflection LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1220 Vertical Deflection Plot 0.08 16 0.2 2 0.4 0.48 uau u Min Value = -0.1051 inches @ (6.345,20.23) Max Value = 0.7318 inches @ (39.76,80.95) 056 .'04 Lid at Spa - Lid Spal.cpt - 11102006 All Dead LC: Reactions Plan -15 Lid at Spa - Lid Spa l.cpt - 1/102006 Long-Tenn Deflection LC: Deflection Plan - 16 SR Long-Term Deflection LC: Deflection Plan (2) y Lid at Spa -Lid Spa t.cpt - 1110/1006 Long-Term Deflection LC: Deflection Plan - 17 Service Design: ECR Plan Service Design: User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:220 Section Analysis Plot: (Effective Curvature Ratio)(Context: Max Demand) 3b3.72 6.62 6w8-- w 5.31 -V, 3 35' r ws, w w w i 3E 36 ._3335 ~3. 35 3.35 3.35_3 35 '35 3.3t o? .3: w35- W - 3.3 6, 2 :N g3~ 3 35 5 v' w w / \ J w 50 6 p www w' I I 3.35_x'. I i/335 w I I 35 35~ 335~d' ' 7.5175 ' 3.353 3 ~.1v+ 3.35 h ~~.353. \183335 33.35' w~u n w n 7 19 `'i\ `W1wuw-- ,w ~ 4± ,n' ~ i I I 35 .p + '(1 _'~•+~i5 335 ~25 I'/333' N33c335 :1,335.~ / 5. ~~u ~:SS_3353 h 333 ,3.3`M3 r.~_'~f w~335W w" 1 I,I nil iy w ~ I 1 ' 11 w w ' w ut 335_ ~ w FS ~w ~335w~ 33!.w ' "'~NJ ~ w w~ U+ Lidat Spa - Lid Spal.cpt - 1/102006 Service Design: ECR Plan - 18 510 Design Summary: Punching Shear Status Plan Design Summary: User Lines; User Dimensions; PC Designs; PC Design Numbers; PC Design Stress Ratios; PC Design Sections; Drawing Import : User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1220 Lid at Spa - Lid Spal.cpt - 1/1012006 Design Summary: Punching Shear Status Plan - 19 Lid at Spa - Lid Spal.cpt - 1/102006 Design Summary: Banded Status Plan Design Summary: User Dimensions; Banded DSS Designs; DSS Design Numbers; DSS Design Status; Banded DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1220 3-1 3-2 oI, OK qi O 3 K OK 3 5-2 OK 5-3 OK OK 6.4 qY, l 6-3 OK 6-2 OK g-1 OK C1 OK 2"4 K 2-3 OK OK (jK 22 15 ' OK 14 OK 2-1 1-3 OK ❑ OK \ I i OK O 4-5 OKS 4-4 OK A\ 2 OK 4-3 OK OK OK 1-1 ~ 42 `I OK OK OK \1 4-1 ~ OK , I S' 0.281 Design Summary: Banded Status Plan - 20 561 Design Summary: Banded Top Reinforcement Plan Lid at Spa -Lid Spal.cot_ 11102006 Design Summary: User Lines; User Dimensions; Banded DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTOp; DS Design AsBottom; DS Design A! Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:220 #5 z35T. 5x~4TT. x8.5 T. x8.51#5 6.5 g#Sxs?T. 7 ~I Q 1 I I 7 #5 x_~T> 5.5 T. 12#5x 5.5 T1 8#5x61 , 14 #525.5 T.-~#5x67. 10#Sz t1#6z_6 I I 18#5x18#x6T. I 19#85 x620` 6T 33 #5 z_3=z 5-5 T. x 6 7. #5 5 x7 T, p 15~~ .6.2 15#52 115#5z6T. ] At'~69 16 11.5 T. x6'r 17#5 'A 1f 18 #Sx6T;8#~IT 6T. 8#9 z2=6T- _ ~ 51 9x67. # 10#gx$ At- 15 #5 x6`2p#5x3 T 5. 15#5 x6116 b.5 . T. #98rt8 \#9x 151t8x 1 6. 6 55 1 12#6 x?# S 'T. t' Design Summary: Banded Top Reinforcement Plan -21 Lid at Spa - Lid Spal.cpt - 1/102006 Design Summary: Banded Bottom Reinforcement Plan Design Summary: User Lines; User Dimensions; Banded DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottom; DS Desigr Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:220 11 3 6' ' 9#9_.21 B_ " 14 II i -#5-13-5f-#5Q' x 8. At=$.57 At=7.21 145 8. 9#5x #Sx 17.5 B. 113 #5 x 14 10 #S 213 B. -0 1 Sx13B. 0 11#5x148. ~1 p 131 0 18'`#5 15 #SZ1658At=33.69 I 15 #5~~ 16'I#5 x 24 8 ~ ` ~ 14#5x128. 45 3 #5 x 20 B. ` At111 x 118. Ai 1a3Ft #5x218 1 15 #5x17 Y~B:#5 15 15#5x14.58. 21#5x248. 14#5x218 Design Summary: Banded Bottom Reinforcement Plan . 22 S1Z Lid at Spa - Lid Spal.cpt -1/102006 Design Summary: Banded Shear Reinforcement. Plan Design Summary: User Notes; User Lines; User Dimensions; Banded DSS Designs; DSS Design Spine; DSS Design Numbers; DSS Design Shear Bars; Banded DS Designs; DS Design Numbers; DS DE Drawing Import : User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Design Strip: Banded DSSs; Scale = 1220 Per Section 11.12.1, no shear reinforcing required (see design sections) t' Design Summary: Banded Shear Reinforcement Plan -23 Lid at Spa - Lid Spal.cpt - 11102006 Design Summary: Distributed Status Plan Design Summary: User Lines; User Dimensions; Distributed DSS Designs; DSS Design Numbers; DSS Design Status; Distributed DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Scale = 1:220 on ~Y O N O o O v O, O O,F F xN O~ N xN F G p a a w N O N O N O > F a p x u x w O C> m 0 60 N Y F O N Ow P~ W O> F b F 08 F o O `D ~ A O F L F Design Summary: Distributed Status Plan -24 ! Lid at Spa -Lid Spa l.cpt - 1/102006 Design Summary: Distributed Top Reinforcement Plan Design Summary: User Notes; User Lines; User Dimensions; DSS Design Top Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsBottom; DS Design AsShear; Drawing Import : User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:220 Per Section 11.12.1, no shear reinforcing required (see design sections) t'. Design Summary: Distributed Top Reinforcement Plan .25 • Lid at Spa - Lid Spal.cpt - 11102006 Design Summary: Distributed Bottom Reinforcement Plan Design Summary: User Lines; User Dimensions; Distributed DSS Designs; DES Design Bottom Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsBottom; DS Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:220 A W X r{V ,N 4{ \ j ~ I~ ~1 #v ~ ~ I~ 1 t~ 1N ~ I 1~ lit I~ Ip ~'R III li% X ItT 1~X I N IQS IQ1 IN ~ ~I m i1 I T ~ X of I I; t, 515 Design Summary: Distributed Bottom Reinforcement Plan -26 Lid at Spa -Lid Spat.cpt - 1/10Q006 54 Design Summary: Distributed Shear Reinforcement Plan Design Summary: User Notes; User Lines; User Dimensions; Distributed DSS Designs; DSS Design Spine; DSS Design Numbers; DSS Design Detailed Status; DSS Design Shear Bars; Distributed DS D Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:220 Per Section 11.12.1. no shear reinforcing required (see design sections) t, Design Summary: Distributed Shear Reinforcement Plan - 27 222n AA()C)o NNO No No (n N N N Ur 'N N N N TC)C7~ m Dn l 2 2 2 2 O. ti o. m o N o y O H J d d d of m m of N m m n m b m - r a oar ooi Q O o - E Q A c 1 m Y/ _ 7>> N N Or 0 0 O o o~ m O o o z m' ro® 21 ^ N~ M O In C G7 ~ ~c d TTC No> ODO Jo No 77Aro O p~ ~31r° O° tir mn__o Nm mA H N Om p'om T~ j~ t0 " =~.N3 `_-"N3tO' c,A, om ~c°ia o~ Am sv=,Om oN~ @o^'y o _ r to 3<a'o 3 ntt'o °1 A o~NDO'°mo~,3m=~ti"ax.o~ a^~ _°30 ti N^p Cm G .a W a NR n ~m In n 3 nCJ Arn n?, d nyro o C 0" o _ O - n o C o v n n C) N -1 to H p G N H N- 10 y d " m ° O>> m FS '0 0' i N ~!Jm-v °o ' m m m o y m m° n° - 3= 9° x m o d m° °m m c E = 3" - - m o 3 y b ro N H - ut = m T ro m H _ JC N o c z m m x n N f v N ~mc v c 'a 3~ tOUN ~ ~ a ¢ a ~ 'S 2 ° 5 ~ a m c ~ m m = P m ro u, , A N T fJ C _ w to C - - OZ m O -tO ° O _ N N C N - l7 d - N T Z b_ g x ° N T - b < H x v z Z 0 5145r ..{n n A A A A Ad ^ T ~ T N N c O O m' O T d n. S ~ N tye ~ ~ O ro A d 8 A ~ A A ~ A x ~ A ¢ s A F 0 N 2 0 0 5Ito g N O h ~O O n o c 1 n - _ o ' m N c o ° ° n N§ N c c C o 0 N N Oi d E c c u a c a v E g " E . m Q_ Q `n ~ _o ~ " Y N c G O ~ N~ LL~ N O 6 O_ o N N ~ m CC Q Q m m d d Q Q ~ K v~ c U O l c a ¢ e w n ~ ~ p _ ~ n Y N N ~ ' a Q c¢ . N (n c N 3 N Y Q r Q Q d LL LL C a c d > N W ~ ~ E ? E x O O ~ c> c Vl C ~ h C o O 6 ~ y c~ h y y ¢ H d x` N ~ c ~ 7 0- 8 y u' ~ o Y y L C ID c E co of Q a c E d c a C m c E T m w a < a t 3 y ° m O C7 a Q` ° ° .o ° m a y o a a a a i° ~i v ¢ a _ LL T Q 00 T~ ff V f W co J p co LL Q > f U) N N e~$ W aY ~ ~o Z Yf{€a n o .e N S 17 N O A (/J d O O O O 8 O O O ° p.Oj C~ O G 8 O O O O O N N N 3 3 3 o a V U U U U W Q Q Q Q ¢ooo O ` N M (7 0 0 0 O O o O l °o S m _X 'L W ~ V n n n 0 ° N N P N N J a° (n c LM cn m m m Vm - e r e N C f7 C e q O o N o Y N N 'e N N N N n N ' b O C O C W~''N N N N \ ~ ^ O O O 0 qc, 2 N a E v p c y ! o a a c N N N N O N O O c e r 366° o S o O O Ny ~ O O O O O O n h h H~ N N N N m E m a O) C N A no a a c H y j m O m EL •4Y ~n 11-1 Q d qij N C O a° 0 0 0 0 0 0 0° O W N N N N N N N N N ~0 0 0 0 0 0 m C O I O N 5 r8 N O L N A d J N 0 0 0 0 0 0 0 0 0 0 0 0 0 QI~ ~ O ~ 0 0 0 0 0 h ~ o 0 0 0 0 0 0 ~ ~ ~ o 0 0 0 0 ~ ~ o O O O O O N o - - p o cc Z N N y N _ O _ U J d O O a w U U U c _ c J_ m U V 0 0 0 _ _ ° V U _ O w- v' _ 9 m ~ o a o a~ J z° o m' ° r d o ° - r te d o O 0 p ° ¢ vi ¢ ° o o ¢ in ¢ ° o o o o ¢ w Q Q v N (d 2 1- O 3D ::j 1- Q J E- to m S H O ..J J J J Q W J z N m 2 F- O J J J J O N N to C z co O J _ O - ¢ ~ to d ~ d m S !q O ~ ~ N Q o _ pp O O O N K m S H O~ J J J a U 99 N N N ~ 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 fM m o o m N N m N O L w O ~ LS ~ O N N ~O ~O ~p a E N ~ M O y O O O w h O O N C _ m 7 O O N N m N V/ N N 0 LO p ,N tp o w + co J E O m + E m a c o E h J n c ti - o, o, cy mo j6 d 0 j 2 m - ` J J a co V ~.O p O U K 7 N¢ O' a O o o o n m D p o O K~ v1 ¢ O U 0o O¢~ h¢ LL Q V r/ i m S f O J LL Q V f% N S F O J J J J¢ J in m S 1- O ~ J J 0 N N h 0 0 O O O O ~1- - 0 0- 0 0- 0 w . o 0 0 o o O O d T C o ~ N _ N ~ O N c a J N ~ m cc J " a °i A J Q 5 a ~ w ~ 2 V U w J J d ~ V ~ a m = v J o o ~ _ o o d o U co ) m V N o o p a K 7 to ¢ W m d L n 0 w m O c y o K 7 _ ° t d v J (n Q V 0 J ::1 :D ::i N m i H fn Q V N m x F O ~ J in n ~~IC O ~ 0 0 0 0 0 0 7 Y ❑ 4 o$ w~ ~ o ~ o 0 0 0 N o O = 0 p ~ ~j o o_- c o ^m a J O o ~ V J° ~ v ~ ~ ~ C - m ~ y m e V ~ a d d LL Q V N m S H 0 z mD J J U E U 5ZO o p a c v m N c c v - 0 g m a g a d - (D 3 c CA o N o _ p s m o o A 3 _ y u N ID 2 N c p M' p _ ~ N J ? J j M N w D ♦ _ J OF I w V/ O D !n r/ Spa Level 8169' -Spa Level.cpt - 1/10/2006 Element: Slab Summary Plan Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Slab E Drawing Import: User Lines; User Notes; User Dimensions; Scale t1ctlo Element: Slab Summary Plan - 10 S21 Element: Supports Below Slab Summary Plan Element: Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; c,-=le = 1:250 t=14 h=12 b=20 Shear h32 b=20 5000 psi Fix,Pi6J2ilI;id d=12 b=14 b=14 b=14 b=20 50qk{ h32 d=24 h32 d=24 d=24 b=20 d=12 hz~ 2 F ix,Pin,Rigid h32 h32 b=20 d=12 h='1. 2 Fix,Pin,Ri9id 5000 psi Fix,Pin,Rigid Fix,Pin,Rigid Fix,Pin,Rigid d-12 h=E12 Fix,Pin,Rigid 5000 psi 5000 psi b=14 5000 psi b=14 5%Q (~$si h32 Fix,Pin,Rigid _ 5000 psi b=20 d=24 d=24 Fix,Pin,Rigid 5000 psi d=24 b=20 d=12 h 32 Fi Pi h=]2 5000 psi h=3 2 b=20 b=20 d=12 d=12 h=012 h~2 Fi x, n,Rigid 5000 i Fix,Pin,Rigid Fix,Pin,Rigid d=12 h` x,Pin,Rigid i 1000 F1 ps 5000 psi 5000 psi h32 Fix,P' Id ps 5000 p 9 b=20 Fix,Pin,Rigi d _8 I d b=20 d=12 5000 psi I h ' h 1 d=12 h32 gid Pin b=14 b=1+Q2 Fix,Pin,Rigid , r h32 F4*;4n,Rigid 5000 psi 5000 "i6ar Fix,Pin,Rigid t 14 h50®0 psi Fix,Pin,Rigid t=10 , 5000 psi 5000 psi h_12 h=12 5000 psi Pin,Pi I,Rigid S ~ t Lr h 1~15hear ear Pin,Pi 0 psi b=14 d=24 5 psi 1 b=14 ~cid h -12 L4 d=24 500 1 Fix Pin Ri , 4 h: 12 h Z12 SPdald fD I Rigid FF , , 12 Fix,Pin,Rigid tiar Fix,Pin,Rigid SSL _ - ___5000 psi 5000 psi 5000 psi Shear 5000 psi Spa Level 8169'- Spa Level.cpt - 1/102006 Element: Supports Below Slab Summary Plan- 11 Spa Level 8169' - Spa Level.cpt - 11102006 Element: Supports Above Slab Summary Plan Element: Wall Elements Above; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Element; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 b=20 d=12 h492 b=20 Fix, Pin, Nor,,~Mporting d=12 b=14 b=14 b=14 b=20 500&=qj~ h32 d=24 d-24 d=24 b=20 d=12 h=~2 Fix, Pin, Non-Supporting h =A2 Fi P h=t2 hi12 b=20 d=12 h=12 Fix,Pin,Nor,-Supponing5000 psi x, in,Non-Supporting Fix,P in,Non-Sup*t~RNon-Supponing d-12 n=12 Fix, Pin, Non-Supporting 5000 psi u 5000 psi b-14 5001ssi h 12 Fix,Pin,Non-Support 5n~Q0 ingp00 psi b=20 d=24 d=24 Fir„Pin,Non-Supporting 5000 psi d=24 b=20 d=12 h A2 Fix,Pin,Non-Supporting Fix Pi h=12 n Non-SupF SGGO psi h=12 b( Rg Non-Su orti b=20 d=12 b=20 d=12 h=12 hI Supporting onl i - , 5000 psi , 5000 i , , n9 PP hpg 63psi d=12 h=12 `ix,Pin,No n-Spg ps 5000 psi h32 Fix, Pin,Non-Supporting5000 psi b=20 Fi x,Pin,Non-Supporting 5000 psi b=20 d=12 5000 psi d=12 h~;2 b=14 b=14212 Fix, Pin, Non-Supporting d=24 > 5000 psi Fix, Pi rt? idkfr-Supp ortiny n=32 h5000 psi Fix,Pir,Non-Supporting Fix. Pin, Non-Supporting t=10 5000 psi 5000 psi h=12 i3+r;"tr tgid h; 1?=1$hear Pin,Pih O psi b=14 b=14 0'&td d=24 i2 d=24 5000S'0 h=12 glRigid h=~2 ?'ded Fix,Pin,Non-Supporting , Fix, Pin, Non-Supporting Shear 5000 psi 5000 psi 5000 psi - Element: Supports Above Slab Summary Plan - 12 SZz Spa Level 8169'- Spa Levelxpt - 1/102006 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Aret Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 Other Dead Loading: All Loads Plan - 13 Spa Level 8169'- Spa Level.cpt - 11102006 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loac Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 Live (Unreducible) Loading: All Loads Plan - 14 s~ Live (Unreducible) Loading. Rea Spa Level 8169'-Spa Level. clot. 11102006 Live (Unreducible) Loading: User Notes; User Lines; User DisionsOns Load Plan Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loac Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; All Dead LC: User Dimensions; Scale = 1:250 Live (Unreducible) Loading: Reactions Plan - 15 Design Strip: Banded Design Strips Plan Spa Level 8169'-Spa Leve``pt-1/10/2006 Design Strip: User Notes; User Lines; User Dimensions; Banded DSSs; DSS Numbers; DSS Ends; Banded DSs; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:250 Design Strip: Banded Design Strips Plan - 16 5,0 Spa Level 8169'- Spa Levetcpt - 1/102006 Design Strip: Distributed Design Strips Plan - 17 ' Spa Level 8169'- Spa Level.cpt - 1/102006 Design Strip: Punching Checks Plan Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 U El- Design Strip: Punching Checks Plan - 18 Design Strip: Distributed Design Strips Plan Design Strip: Distributed DSSs; DSS Numbers; DSS Ends; Distributed DSs; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:250 Spa Level 8169'- Spa Level.cpt - 11102006 All Dead LC: Reactions Plan All Dead LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 Roaefinn PIN- iw.a Rol..,., r..l..,., Rel..,., Fz=77.3 SMr-9.4 -,Ms=-1.36 Fz=96.3 SMr--22.8 w -2 Fz=67 SlMMr-10.4 _`T 6.82 Fz=78.4 SMr--17.9 ?T 9.29 ~N N u Fz=59.4 ° N SSMr--14.9 3.55 tn D NarN Z, T w m F =65 5 N N t m Iw Ip W ° m c' z . SMr--16.8, -a ~ N 11 N -5.65P N ° a W io ° Fz=119 Mr--3 39 w Fz=q g . ,N11 -0.457 9.61 --7.24 ~IO I ° > N W IJ i I II I N LL rcn m ; 1 f Fz=76.3 ;Fz=20.5 O Fz~5 1 r-2 g M 1.3 'M r--1.93 SMr%1 18, I ^ p 2 Fi~40.7 1 t'. F 1.49 M g., gMr--3.93e-9 i ll N O ~ 1 N N m m mi 1 N 771 3 tO m N All Dead LC: Reactions Plan - 19 Long-Term Deflection LC: Deflection Plan Spa Level 8169'- Spa Level.cpt - 1/102006 Long-Tenn Deflection LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 - Vertical Deflection Plot 0.09 0.18 0.27 0.36 0.45 0.54 0.63 0.72 0.61 Min Value= -0.05204 inches @ (138.3,59.54) Max Value= 0.855 inches @ (138.3,43.46) Long-Term Deflection LC: Deflection Plan - 20 SZ6 Long-Term Deflection LC: Deflection Plan (2) Spa Level 8169'- Spa Level. cpt - 11102006 Long-Tenn Deflection LC: Deflection Plan - 21 Design Summary: Punching Shear Status Plan Spa Level 8169'- Spa Level.cpt - 1/102006 Design Summary: PC Designs; PC Design Numbers; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1:250 q. SR=0.545 31 SR=0.751 RZ S R=0.761 11.1 SR=0.611 f71 I9 SR=0.542 SR=0.635 I6.1 81 SR=0.653 SR=0.687 > LSII SR=0.137 18 SR= 0:197 21 19 SR=0.954 16 SR=0.675 1.5 SR=0.715 13 SR=0.955 S R=6.993 12 SR=0.873 11 SR=0.398 10 SR=0.463 20 17 SR=0.608 S R=0.966 14 SR=1.21 D 22 Design Summary: Punching Shear Status Plan - 22 5V Spa Level 8169' - Spa Level.cpt - 11102006 Design Summary: Banded Status Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; D SS Design Numbers; DSS Design Status; Banded DS Designs; DS Design Numbers; DS Desil Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 3-1 3-2 3-3 3-4 3-5 3-6 4.1 4-2 4-3 4-4 OK QK 4-5 ❑ OK 4-6 OK OK 1-7 OK OK ~ OK 1-6 1-5 OK C OK 1-1 5-4 OK ❑ 7 OK 7.2 1-3 OK ❑ 8-7 K OK C 8-6 OK 0 12 8-5 OK 2-1 O#- B-4 OK g-6 9-7 OK 8.3 OK 9-5 OK OOK 8-2 OK 9-4 OK ❑ 8-1 OK g-3 OK ❑ ❑ 0 0 1-8 10-7 OK OK 10-5 OK OK 9 2 9-1 OK OK 7-1 t' 0-2 0 1OY 10-3 OK OK OK 4 1 OK 10-1 OK OK 6-1 6-2 OK OK I 5.1 5-2 OK J OK I Design Summary: Banded Status Plan - 23 Spa Level 8169' - Spa Level.cpt - 11102006 Design Summary: Banded Top Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; C Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale =1:250 2 #5 x 1sT. 5#5x7.57. 767. 6#5x8.5 T. x87. 5#5x7.5 T.3#5715 T. 5#5 x7.57.-6#5 x 677#5x8.57-6#5x 8 T . ¢#Sx7.57-1 #5x437. 9#5x5T. 7#5 x_ #5x5T 5#5x8. 8#5x5T _9 5#5441 160 T5 x 6 T. 9 X585 T. 5 T -8#5x57 16# 7T. 8#5x5.5T x57 #5x5 5118#5x5.57. - 12#5x#5 5T 72 207 13#5x457.1=#5X57. 1 ❑ 7.5 \#SXS SXST 19#5x5.6_.195x7T. ❑ 57 9#5 x5.5 T. 7 ❑ 10#5 x 4 10#5 x5.5 T. C j #5x5.5 ❑ 5X 5~ T 10#5x7??.- 45-1 10#Sx 1a 55'1• 0 11#5x~1 7. x 2 T . 14#5x7.57. U#5x 15_#5x7.57. . T. x 491 #5,,4 X4~Sx7T. 10 #5),5 #5 #5T . 10 >}5 016 x3.5T. 12 #5)(757 4b 3#5x%20#x75 C 0 ~0 2 4.5 1.10 'T 28 x 2 T. T~, ❑ 10#5x 12 #g x7.57 5T. #5 x~5. #5x8 % 455.1 50x1 8#5 x 3T. 8 8't 5 T,5•~#5g5 13 #53;459(71.5 IT. B #5 x 85 `1#5 x 7.5 T. 3 #5 z 5 .5{. 11#5 x7.5TIC #855 T.5 T. 13#5x7.5T. 10~ 14#5 x7.5 T. 12#'1 ST. 14#5 x7.5 T. 17#5)(6 • I Design Summary: Banded Top Reinforcement Plan -24 528 Spa Level 8169' - Spa Level.cpt - 1110/2006 Design Summary: Banded Bottom Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTol Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 4 soxya. aso za o. oxox rc o. oxon o o. #5 %13 B- 5 #5 9 #5 x 15.5 60 #5 x`= 11 #5t~ 9 15 B_. 8 #53_B a 68 -0 8 #5 11 #5x 13. 10 0 10 #5x125~9g #5 8 t)#Sx 1q B_0 1111#510# 10 #5x14.5 B 5158. 1010 #5 7 t3#5x13.5 B. 01 11.5 BZ#5x23.58 10#5x1350 1a 14 010#1J 12#5x158 2p1 55- 11#5x208. 5x2056 .B 1#5xX1. B' 1 5x.5B.9f 9#5x2.550 10# 1#5x18 9# j 13#5z15.5B. 7 #5x188 9#5x79/ 8#5x4j- 11 #5 x.18.5 B. 10 #5 81 14#5x16B. L 15#5x178_ Design Summary: Banded Bottom Reinforcement Plan - 25 Spa Level 8169' - Spa Level.cpt - 11108006 Design Summary: Banded Shear Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; DSS Design Shear Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 Design Summary: Banded Shear Reinforcement Plan -26 4r70 Spa Level 6169' - Spa Level.cpt - 111012006 Design Summary: Distributed Status Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Numbers; DSS Design Status; Distributed DS Designs; DS Design Numbers; D: Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 ~ ~ ~0 ~O O 0-~ O~ O, N N O O O O N O N Fia ❑ x ~2~ ❑ 7 E ❑ ?Y NY V N Y T iN ❑ ❑ J O N O~ 7W 7ZN O F w ~O ~O O O w O N w x N N O u` Ow, O ❑ N O W "F x b Oror x M F n O O X w ❑ O N O n P ~ h ❑ O F O?~ F w No, 0 p Y - rr O 0 O 7 O C) ocn N v, Y O N Y O m ~ O N o O ` 0 F Oo F ~ O Design Summary: Distributed Status Plan - 27 . Spa Level 8169'-Spa Level.cpt-1110/2006 Design Summary: Distributed Top Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design As Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elem ents; Slab Elerr§nt Edges; c Scale = 1:250 ` v, ~ x X X J N se a se 'sew 11y ~x I% IX ~ x atr~ ❑ 1°e. 1~1 %I= ~I~• ~ ~X I~ # X Om -iN N 7' N% I 19, IaV'~ AtP1 I 1 Np -1 ❑ C X1~ I~ ~at~~ ❑ I (O I,ae 1tP tP ~1-i I IX IcT to _.1 .a' Ise •~x x IW Ix rp JW I-t v0 to st Nom'. ~ ~ X %1X0 # X X Kam' ~1~ #s ,Q~ J~ # XI y P # 7' ~ % O ON ~ X Ivy 1~ I N. J of N.1~ I~\ j~ ➢i~ D U ~ N 4 N ~ SI T \ '0, 0' ~ 4s ~ 1 (T 11 I ~ j \f -1 it x ~ ur~ I ' IW ` JF~Tw'fT x 3Y ~ I ~ X Ii~ si',,se tP to 1.{ O ~w'YSw x xl-t Ix actll:t % p - -I ~ # v ~N IX a y I ❑ `0 ' h~J. u?~~ IN s + K Mh ~ S \ ~ X .,d ~a I ~ l ~ N , O~ x' 11 IOW I-i f ' ' X r D7 I ~7' X X• yl M 7A I O~ N OJ x l> # ll ~ X N~ I A N # Design Summary: Distributed Top Reinforcement Plan - 28 550 Spa Level 8169'- Spa Level.cpt - 1/10/2006 Design Summary: Distributed Bottom Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 # u v, ix x Ix xlf Ix Icn x x x x # # 'N 10 1~ ~ 1~ Ali ISP cum `up I~ N m N SIP 2 ~ 1~ W,1y ~ ~ iNW U m 0 I p co m m of I~ •Isc cn Ix X O Ix I~ ~r IJ j W ICI ~ 1•.1 m # Ix IJ It77 IW # # A lit Inl ~ ~ I~ 'CO m x w # m Irn •Iw I !o Ix 6' \ I ~ ~ 'N I \it II~i+ ~ x li~+ l ICIX l9 ~ IJ % I wA to m m to 11X cp m X XI I W # Ix N',. ~I ItP• m~ M x ~ m ~I IIW W X ICI ~ IN m N ' Design Summary: Distributed Bottom Reinforcement Plan - 29 Spa Level 8169'- Spa Level.cpt - 111012006 Design Summary: Distributed Shear Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Shear Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design / Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 Design Summary: Distributed Shear Reinforcement Plan - 30 CD a~ N O a~ U c i m a O ~ ; D ccz J ~ cn co a c cn O U fa - J CL C2 7 a) C J U ~ C O _U O Q 3 cr) 0 a_ .2 E co =tt a> _L a 0 c Q c~ CO U m a) Q _m U) cC .O U c a) L y co Q) c J f-d fA D C) o - N O ~ UD f1z C m d W a c m U) a c N W 2 0 0 N Ib r d U fU O J M a o, 00 J M a U) O S w .v Co CV CE: I..L W y~ 3 L o ac N 0 f c E U E°o . -0 (Co , D y 0 ~i i . 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E o d J M o E X U /co~ a 0 _0 C) o cv (D o c m ~ I..L ~ (D IL N C (n N O a) N W C ~ ~ C E E N i CO ° 0 LL N O o. 0 -zn c C 0 a aNi E a° 0 o W N c a m E o, 0 haw U~Zm c N 30 N mcm m L J C c o N E y 0 U a ~ w 3 N E a c rn • c ` c c u o cu 3 m at J 0 w (n 0: S e Et49.7 Mr3.66 MS__g 89 s s tom- 361 r~,o $42 Mr--p.771 Ms~_p 892 MSa'7.65 s B43.3 Mr-0.126 MS__3 42 S ® Mrp.2 MS_g,15 S Mr_3.96 MS.p.749 s t Mr_1.55 S "gip 1 Mr=1 4 M5=-3.64 M N M L I O O N y lL 0L ' to N N o lL N•'~ Col^ri L v 6 to" S Mrp.929 SM5.14.5 r~L32.6 Mr--14 MS_7.99 N 0 M ti M n L~ 6 • G-5 9910- . ll. CJ r6,34 Q' • C t tf, pVl Mrp.263• c~ o yt tt MS_9.94. T- T-) it Q S't•f n .n f ER rn M h N ~ (1 1 N 1 N. .s. M r 0 ` C> N I 11 Ll LO L ' N N M .il O p. qq 61 m M CG p C' N O 0_ M (O O Q? O N M M~ to to V7 N L I N L F O Q C14 L6 N L I T Co ---a] Cf) (n 5s)r co a Vi 0 U N W C co co O J N a U at c J Spa ► V-4 crt- 0 co N L'A d W m N N V) U C Ll VA t0 U CL 0 '0 J J co co O J a C a co J 3 d O O J S J N W c J 0 aci o Z~ o E N u J W LL Ms=-3.62 LL o ~ S J ~w.Syg41.5 o aci 2 Mr=-1.08 yB15 aEi Mr 3 06 Ms=-3 42 o m Ms=-2 4 c Cl) S i ~ S zBj1.5 0 Ce) r- 0.2 0 c S ~ "yB37.5 M 2 p3 o c 4- 2-A5.2 Mr p.239 Ms=" M ° i~ 0 (D E 0 ABA w MS 0.187 Ms=-4.2 U- N c m C a- ~ s CU U) U S yB61.8 o o VyC g401 co g20 Mr- 225 Ms=-1.95 Q in 5 ~ M~_2.08 Nls=-1.74 a=+ o E o Ms U a Co c o W E c to S E c_ ~,,l v, o o Qr Fz7 3 S or- n Ucl 970 9 o CL Msa-1.68 mr-0 0866 °o (ED .n M E z o c Ms=6.61 ° i~ 0 D E a yg16.5 ~ N 2 o S Mr=1.89 ~S 2 W C) --15.9 t 9 ~ J z co z- Mr-7.38 M 79 > > o Ms=-4.89 Ms=-4. ro r CD LO c m o CC -0 _ w N M p CC J C d C6 c co a; LL CD J ti E m 11 L u `l, L ii _ 3 L N r MS' E z, LL :27> W > 0 n.0=0 z. 6. o0 ~ c~ 0 0 E N a. o Mr=1.39 if o N Ms=-15 LL U LL, E O J> O C) Wnft Vail's Front Door Parking Spa Lid COLUMN REACTIONS ID Dead Fz 1 Fz 2 Live Fz 1 Fz 2 1 78.04 0 16.44 0 2 187.6 65.3 38.35 34.7 3 175.2 59.5 36.4 35.3 4 194.5 41.7 41.53 15.8 5 215.2 74.4 38.34 44.3 6 73.58 0 15.77 0 7 311.4 101 57.94 60.1 8 97.67 0 16.55 0 9 399.4 117 70.93 69.4 10 322.5 95.8 57.34 56.3 11 115.3 0 200.6 0 12 224.2 73.5 40.05 43.3 13 345.7 98.4 61.75 57.8 14 85.08 19.8 15.2 11.7 15 209.9 61.3 37.48 36.1 16 288.4 52.4 51.5 30.8 17 84.85 84.5 15.16 49.7 18 232.2 55.5 41.46 32.6 19 33.59 53.2 5.997 31.3 roTA-Ls 73.58 (5,77 un~aG~~ LLG 6V 5500.02 12/27/05 Vail's Front Door Parking Spa Lid COLUMN REACTIONS ID Dead Mx 1 Mx 2 Live Mx 1 Mx 2 1 6.638 0 1.393 0 2 -5.504 -4.06 -0.8863 -3.11 3 -2.841 -2.62 -0.6509 -1.63 4 14.6 5.12 3.311 1.23 5 16.5 5.22 2.742 3.95 6 -24.98 0 -4.89 0 7 10.79 2.58 1.793 1.4 8 10.07 0 1.892 0 9 0.1949 0.695 0.08662 0.263 10 -3.862 2.66 -0.6504 1.55 11 -11.76 0 -2.079 0 12 -1.33 0.215 -0.2252 0.126 13 -8.708 6.75 -1.55 3.96 14 -1.126 1.43 -0.1809 0.842 15 1.249 1.31 0.2391 0.771 16 1.343 0.49 0.248 0.287 17 -17.2 6.22 -3.057 3.66 18 -6.072 2.38 -1.076 1.4 19 -6.345 1.58 -1.126 0.929 i5 --4, S1 io,v7 /,S,17- 4,157- , z4,,3 Lo P~ Ind ~-`~7 r U~ ~ - ot LLG 5-7/0 5500.02 12/27/05 539 Vail's Front Door Parking Spa Lid COLUMN REACTIONS 5500.02 LLG 12/27/05 ID Dead M 1 My 2 Live M 1 M y2 1 -71.63 0 -15.04 0 2 -43.45 -15.7 -9.043 -702 3 44.33 14.1 9.243 7.72 4 -30.27 -8.85 -5.666 -4.69 5 39.72 18.8 8.361 9.15 6 -35.16 0 -7.383 0 7 -30.29 5.81 -4.734 3.64 8 -86.41 0 -15.9 0 9 37.42 16.9 6.609 9.94 10 -9.674 7.26 -1.68 4.28 11 -40.31 0 -7.268 0 12 -9.414 5.82 -1.742 3.42 13 -10.48 1.26 -1.947 0.749 14 1.531 1.52 0.187 0.892 15 -23.04 13 -4.204 7.65 16 -10.87 15.5 -2.026 9.15 17 -12.92 16.8 -2.401 9.89 18 -18.63 13.6 -3.423 7.99 19 -19.79 24.6 -3.617 14.5 L6r4iJ Q L 36~, t f -7.3 5 ' V7 i ? f IY) V 4o- c+we~ hd~ Vail's Front Door Parking Spa Lid COLUMN REACTIONS ID F C-1 Mx M 1 137.2 11.7 125.9 2 478.2 11.0 76.2 3 450.5 6.4 77.8 4 428.1 26.1 52.0 5 545.9 27.8 69.8 6 129.8 43.3 61.8 7 778.0 18.2 50.5 8 164.9 17.3 148.0 9 961.5 1.4 63.6 10 778.8 6.5 17.4 11 502.4 20.0 68.8 12 558.5 2.2 16.1 13 825.0 16.2 18.0 14 192.6 3.4 3.6 15 504.8 3.1 39.4 16 617.0 2.3 37.3 17 347.4 29.3 40.3 18 528.7 10.3 32.6 19 184.9 10.8 59A Dt~'~S R 1&? At V y U,JA~~-1,7L i 5500.02 LLG 12/27/05 f p ark" Title : Dsgnr: Description Scope : Job# 5141 Date: 1:43PM, 28 DEC 05 Rev: 580003 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Rectangular Concrete Column Page 1 (c)1983.2003 ENERCALC Engineering Software vfd parking.ecw:Calculations Description Column Spa Lid 9 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Width 12.000 in f'c 5,000.0 psi Total Height 16.000 ft Depth 20.000 in Fy 60,000.0 psi Unbraced Length 14.000 ft Rebar: Seismic Zone 1 Eff. Length Factor 1.000 4- # 10 d= 1.500 in LL & ST Loads Act Separately Column is BRACED 4- # 10 d= 18.500 in 2- #10 d= 6.667 in 2 - # 10 d= 13.333 in e: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 516.400 k 139.000 k k in Applied Moments... @ Top 0.695 k-ft 0.263 k-ft k-ft @ Bottom k-ft k-ft k-ft Pummary Column is OK 12.00 x 20.00in Column, Rebar: 4410 @ 1.50in, 4410 @ 18.50in, 2410 @ 6.67in, 2410 @ 13.33in ACI C-1 ACI C-2 ACI C-3 Applied : Pu : Max Factored 959.26 k 542.22 k 464.76 k Allowable : Pn ` Phi @ Design Ecc. 972.21 k 972.21 k 972.21 k M-critical 97.35 k-ft 54.95 k-ft 47.10 k-ft Combined Eccentricity 1.218 in 1.216 in 1.216 in Magnification Factor 1.00 1.00 1.00 Design Eccentricity 1.218 in 1.216 in 1.216 in Magnified Design Moment 97.35 k-ft 54.95 k-ft 47.10 k-ft Po *.80 1,495.70 k 1,495.70 k 1,495.70 k P : Balanced 428.27 k 428.27 k 428.27 k Ecc : Balanced 18.181 in 18.181 in 18.181 in Slenderness perACl318-95 Section 10.12& 10.13 Actual k Lu / r 46.667 Elastic Modulus 4,030.5 ksi Beta 0.800 ACI Ea. C-1 ACI Ea. C-2 ACI Ea. C-3 Neutral Axis Distance 24.6600 in 24.6650 in 24.6650 in Phi 0.6500 0.6500 0.6500 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.7537 1.0000 1.0000 Cm 0.6000 0.6000 0.6000 El / 1000 16,749.57 14,686.56 14,686.56 Pc : piA2 E I / (k Lu)A2 5,857.13 5,135.72 5,135.72 alpha: MaxPu / (.75 Pc) 0.2184 0.1408 0.1207 Delta 1.0000 1.0000 1.0000 Ecc: Ecc Loads + Moments 1.218 1.216 1.216 in Design Ecc = Ecc ` Delta 1.218 1.216 1.216 in ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I 1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor Q.900 Add" l "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST 1.100 ~I r } Title : Job # , Dsgnr: Date: 1:43PM, 28 DEC 05 Description Scope : Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 97.670 k 16.550 k k in Applied Moments... @ Top 86.400 k-ft 15.900k-ft k-ft @ Bottom k-ft k-ft k-ft i'ummary Column is OK 20.00 x 12.00in Column, Rebar: 4410 @ 1.50in, 4410 @ 10.50in, 2410 @ 4.00in, 2410 @ 8.00in ACI C-1 ACI C-2 ACI C-3 Applied : Pu : Max Factored 164.87 k 102.55 k 87.90 k Allowable : Pn * Phi @ Design Ecc. 243.23 k 246.45 k 246.45 k M-critical 161.18 k-ft 98.92 k-ft 84.79 k-ft Combined Eccentricity 11.731 in 11.575 in 11.575 in Magnification Factor 1.00 1.00 1.00 Design Eccentricity 11.731 in 11.575 in 11.575 in Magnified Design Moment 161.18 k-ft 98.92 k-ft 84.79 k-ft Po * .80 1,495.70 k 1,495.70 k 1,495.70 k P : Balanced 382.47 k 382.47 k 382.47 k Ecc : Balanced 11.278 in 11.278 in 11.278 in Slenderness perAC1318-95Section 10.12& 10.13 Actual k Lu / r 46.667 Elastic Modulus 4,030.5 ksi Beta 0.800 ACI Eq. C-1 ACI Ea. C-2 ACI Eq. C-3 Neutral Axis Distance 5.9900 in 6.0250 in 6.0250 in Phi 0.6500 0.6500 0.6500 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.8294 1.0000 1.0000 Cm 0.6000 0.6000 0.6000 El / 1000 4,852.71 4,438.66 4,438.66 Pc : piA2 E I / (k Lu)A2 1,696.93 1,552.15 1,552.15 alpha: MaxPu / (.75 Pc) 0.1295 0.0881 0.0755 Delta 1.0000 1.0000 1.0000 Ecc: Ecc Loads + Moments 11.731 11.575 11.575 in Design Ecc = Ecc * Delta 11.731 11.575 11.575 in ACI FaCtOC 1 (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST 1.100 VI-A Vail's Front Door Parking Spa Lid COLUMN REACTIONS e7,43 5500.02 LLG 12/27/05 Mx/F 1400 1200 1000 Q 800 ;C L- 600 400 200 0 0 25 50 75 100 M (k-ft) My/F 1400 1200 1000 CL 800 LL 600 400 200 0 0 50 100 150 200 250 M (k-ft) 1ZXzo s S0 LO C7 0 N r CL U J co a Q1 00 N N J co a U) Spy- L6v~L d N N C O -0 U w (n C O C E m N W U cc d m N w O C N y W C/~ s / C Cn m d O ~ co Q d N C L E W co :3 c z E c W m o a) U 0 3 0 a n m c y m c C ° E 0 m Us w U bi E _o ~ o c d r1 E ° ° LL p _E Q N ~ N N o, ° z E m w co 20 z o E m ~ o C y U) J N m J ~ E m r w ~E 0 0 E E 0. Lo a ~ cm Cl U. W c c c 0 0) 3 E 00wCn N L m C L U C 7 d i~l co E E 7 c m CD O I ?v w(- ~A W~ CG~- c k 9Q,r, 0 0 N C) r CL U a U) a J co a m a .J N N c m o m U W m co c c ~ iT E N O W U ca IL U) in in g c Z6 a) m (D ai W 6 c cn N > a) O U Q IL N c i m C ~ aEi co E w 7 c z E c 7 cl) o U = o C) 0 a) +r m ~ N a) c D. E U ED a c ) N 7 U c o N o cm o U c a~ ~Ea~o ° E U W c N =3 ° A N O LL o a~ w Z O = ~ Z >co N ~ > N co `v in = o a) J m E (n J N E ~~=o w E c' 0 Q)7 E~N U) C II •^V^/`` C C VW 3 E M 0 wci SPA L° DI Cl) Cl) 1 _T s c 9 CL N ~a m .C m c U C 7 a as E E 7 Cn C m a~ 0 9b USA: 800-527-RAIL 80036 ECON DECON STUDRAILSCAN: PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Dec 30,2005) Spa 9 - STUDRAIL DETAIL 1.58 in. .28 in. = 15 3/4 in. 1/2 in. 1/4 in. _ 2 1/8 in. 2 1/8 in. 46 3/4 in. Number of rails/column 8 Number of studs/rail 21 Stud diameter 1/2 in. Stud spacing, s 2 1/8 in. Distance to first stud, So 2 1/8 in. Overall height of rail 15 3/4 in.. To cover 1 1 /2 in. Bottom cover 3/4 in. GENERAL DATA CONNECTION DATA File Name: C:\...\parking lid rails.INW Connection Name: Spa 9 Project Title: Vail's Front Door Parking Lid - 5500.02 Connection Type: Interior Column Design Code: ACI 318-95 Column size x: 20 in. System of Units: US (in., lb.) Column size y: 12 in. gamma, 0: 0 Overhang (x): 0 in. Overhang (y): 0 in. STUDRAIL DATA Vu: 679.13 kip Stud yield strength (fy): 50000 psi Mox: .42 ft-kip Stud Diameter: Automatic Moy: 63.597 ft-kip Stud Spacing: Automatic Prestress (fpc): 0 psi Number of Studrails: Automatic SLAB DATA Effective depth (d): 15.75 in. Slab thickness: 18 in. Top cover: 1.5 in. Bottom cover: .75 in. Concrete strength (f'c): 5000 psi Concrete Density: Normal Weight 5 DECON STUDRAILSCANUSA::800-36?D CON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Dec 30,2005) DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 2000.3 in7^2 Moments of Inertia: Jx = 2.73E+05 in7^4 Jy = 3.99E+05 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 354 psi at x = 17.88 in. y = 13.88 in. Shear resistance: Ovn = 240 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 5805.9 in7^2 Moments of Inertia: Jx = 8.80E+06 in71'14 Jy = 9.51 E+06 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 119 psi at x =62.50 in. y = 9.26 in. Shear resistance: Ovn = 120 psi P II`Q IS. fry DECON STUDRAILSICANUSA:: 800-36 DECON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Dec 30,2005) GENERAL DATA' File Name: C:\...\parking lid rails.INW Project Title: Vail's Front Door Parking Lid - 5500.02 Design Code: ACI 318-95 System of Units: US (in., lb.) gamma, 0: 0 STUDRAIL DATA Stud yield strength (fy): 50000 psi Stud Diameter: 1/2 in. Stud Spacing: 2.125 in. SLAB DATA Effective depth (d): 15.75 in. Slab thickness: 18 in. Top cover: 1.5 in. Bottom cover: .75 in. Concrete strength (f'c): 5000 psi Concrete Density: Normal Weight CONNECTION DATA Connection Name: spa 10 Connection Type: Interior Column Column size x: 20 in. Column size y: 12 in. Overhang (x): 0 in.' Overhang (y): 0 in. Vu: 549.61 kip Mox: 6.509 ft-kip Moy: 16.394 ft-kip Prestress (fpc): 0 psi Number of Studrails: 8 DECON STUDRAILSCAN:USA: 800-527-RAIL 800-36D CON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Dec 30,2005) DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 2000.3 in7^2 Moments of Inertia: Jx = 2.73E+05 in7^4 Jy = 3.99E+05 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 280 psi at x = 17.88 in. y = 13.88 in. Shear resistance: On = 240 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 4669.9 in7^2 Moments of Inertia: Jx = 4.59E+06 in7^4 Jy = 5.08E+06 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 119 psi at x = 49.75 in. y = 9.26 in. Shear resistance: Ovn = 120 psi P DECON STUDRAILSCANUSA:: 800-36- ECON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Dec 30,2005) spa 13 - STUDRAIL DETAIL 1.58 in. .28 in 1 /2 in. - 1/4 in. _ 2 1/8 in. GENERAL DATA CONNECTION DATA File Name: C:\...\parking lid rails.INW 2 ' Connection Name: spa 13 Connection Type: Interior Column s Front Door Parking Lid - 5500.0 Project Title: Vail Design Code: ACI 318-95 Column size x: 20 in. System of Units: US (in., lb.) Column size y: 12 in. gamma, 0: 0 Overhang (x): 0 in. Overhang (y): 0 in. STUDRAIL DATA Vu: 589.46 kip 829 ft-kip Mox: 14 Stud yield strength (fy): 50000 psi . Moy: 18.015 ft-kip Stud Diameter: 1/2 in. Prestress (fpc): 0 psi Stud Spacing: 2.125 in. Number of Studrails: 8 SLAB DATA Effective depth (d): 15.75 in. Slab thickness: 18 in. Top cover: 1.5 in. Bottom cover: .75 in. Concrete strength (f'c): 5000 psi Concrete Density: Normal Weight 5 3/4 in. DECON STUDRAILSCAN: USA: 800-527-RAIL 800 36 D CON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Dec 30,2005) DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 2000.3 in7^2 Moments of Inertia: Jx = 2.73E+05 in7^4 Jy = 3.99E+05 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 302 psi at x = 17.88 in. y = 13.88 in. Shear resistance: On = 240 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 5048.6 in7^2 Moments of Inertia: Jx = 5.79E+06 in7^4 Jy = 6.36E+06 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 118 psi at x = 54.00 in. y = 9.26 in. Shear resistance: Ovn = 120 psi t I \ I _ o I I X 1 N Q- ~ I 1 0 - ►0 I Z r~ I 5 000 1 ~ o ~ 0Z N ~ _ O 11 I' Al O 5S~ d gg O n I 1 ~ 1 I ~ 1_ o 3/ co 0 0 N o. U a cf) J m a m J in a) O) W c a) E 0 u1 a co co in c (D E A W iri m U) ca U) a) a' 3 o m a) to m N c (D W E e = N W co ° E ° o ~ U E cn z' > ~U 0 Q ° ~ o ~ w c m 0 Cl) • m c U o_ c 3 a E m m E m E C: n, w d J j M C > 6jj J a~ m N > • N O N ~ o Q 'L (n o y o z m V/ z w E ~ n W a d N E me u c c m E co N 0 L~a0W(n c co a N CL C D1 fN N O C co co a U c d) 0 0 5-54 As T. As B. As As TYPICAL ID Section (sq. in.) (sq. in.) W T/W ADD? b/W ADD? BARS 1-1 1 1 4.89 1.462 12 0.39 0.12 0.44 1-1 1 6 0 5.681 11.94 0.00 0.48 5.7 1=1 1 11 13.88 0 11.50 1.21 88== 0.00 1-2 2 1 13.7 0 12 1.19 8.6 0.00 1-2 2 6 0 4.421 11.02 0.00 0.40 1-2 2 11 9.6 0 10.48 0.92 5.0 0.00 1-3 3 1 9.563 0 10 0.92 5.0 0.00 1-3 3 6 0 4.059 10.44 0.00 0.39 1-3 3 11 6.989 0 10.44 0.67 2.4 0.00 1-4 4 1 6.973 0 10 0.67 2.4 0.00 1-4 4 6 0 4.059 10.44 0.00 0.39 1-4 4 11 5.118 0 10.44 0.49 0.5 0.00 1-5 5 1 5.315 0 12 0.45 0.1 0.00 1-5 5 6 0 4.608 11.85 0.00 0.39 1-5 5 11 4.047 0.05959 11.85 0.34 0.01 2-1 6 1 3.979 2.1,15 14 0.28 0.15 2-1 6 6 0 5,579 14.35 0.00 0.39 2-1 6 11 5.579 0.8282 14.35 0.39 0.06 2-2 7 1 5.555 0.3968 14 0.39 0.03 2-2 7 6 0 5.091 13.09 0.00 0.39 2-2 7 11 4.627 0 11.86 0.39 0.00 2-3 8 1 4.601 0 12 0.39 0.00 2-3 8 6 0 4.6 11.83 0.00 0.39 2-3 8 11 4.599 0 11.83 0.39 0.00 2-4 9 1 4.599 0 12 0.39 0.00 2-4 9 6 0 4.599 11.83 0.00 0.39 2-4 9 11 4.599 0.3039 11.83 0.39 0.03 3-1 10 1 3.542 0 8 0.46 0.1 0.00 3-1 10 6 3.635 3.128 8.02 0.45 0.1 0.39 3-1 10 11 8.217 0 8.3.3_ 0.99 4.6 0.00 3-2 11 1 8.302 0 8 1.03 4.8 0.00 3-2 11 6 0 7.956 10.03 0.00 0.79 8.0 3-2 11 11 8.289 0 12.02 0.69 3.0 0.00 3-3 12 1 8.067 0 7 1.15 5.0 0.00 3-3 12 6 0 3.837 9.87 0.00 0.39 3-3 12 11 2.835 0 12.71 0.22 0.00 3-4 13 1 2.009 0 5 0.39 0.00 3-4 13 6 0.7588 2.009 5.17 0.15 0.39 3-4 13 11 0.1708 2.009 5.17 0.03 0.39 4-1 14 1 2.191 0.768 9 0.24 0.08 0S 4-1 14 6 0 3.531 9.08 0.00 0.39 4-1 14 11 3.531 0 9.08 0.39 0.00 4-2 15 1 3.615 0 9 0.39 0.00 4-2 15 6 0 4.087 10.51 0.00 0.39 4-2 15 11 4.559 0 11.77 0.39 0.00 4-3 16 1 4.552 0 12 0.39 0.00 4-3 16 6 0 4.553 11.71 0.00 0.39 4-3 16 11 4.554 0 11.71 0.39 0.00 4-4 17 1 4.554 0 12 0.39 0.00 4-4 17 6 0 4.554 11.71 0.00 0.39 4-4 17 11 4.554 0 11.71 0.39 0.00 4-5 18 1 5.962 0 16 0.37 0.00 4-5 18 6 0 4.023 10.59 0.00 0.38 4-5 18 11 0 2.079 5.03 0.00 0.41 5-1 19 1 5.683 0.5933 " 12 0.47 0.4 0.05 5-1 19 6 0 4.452 11.45 0.00 0.39 5-1 19 11 4.254 1.332 10.91 0.39 0.12 5-2 20 1 4.161 127 11 0.39 0.12 5-2 20 6 0 3.86 9.93 0.00 0.39 5-2 20 11 3.559 0 9.11 0.39 0.00 5-3 21 1 3.448 0 9 0.39 0.00 5-3 21 6 0 2.814 7.24 0.00 0.39 5-3 21 11 2.18 0 5.52 0.39 0.00 5-4 22 1 3.016 0 8 0.38 0.00 5-4 22 6 0 2.393 6.15 0.00 0.39 5-4 22 11 1.77 0.2865 4.46 0.40 0.06 6-1 23 1 5.647 0 13 0.43 0.00 6-1 23 6 0 4.976 12.74 0.00 0.39 6-1 23 11 10.2 0 12.30 0.83 4.8 0.00 6-2 24 1 10.02 0 12 0.83 4.7 0.00 6-2 24 6 0 4.355 11.20 0.00 0.39 6-2 24 11 5.859 0 10.28 0.57 1.3 0.00 6-3 25 1 5.94 0 10 0.58 1.4 0.00 6-3 25 6 0 3.686 9.48 0.00 0.39 6-3 25 11 5.288 0 8.63 0.61 1.5 0.00 6-4 26 1 5.282 0 9 0.61 1.5 0.00 6-4 26 6 0 3.365 8.65 0.00 0.39 6-4 26 11 3.365 0 8.65 0.39 0.00 7-1 27 1 4.313 0.8488 11 0.39 0.08 7-1 27 4 0 4.917 12.39 0.00 0.40 7-1 27 6 5.32 0 13.85 0.38 0.00 7-2 28 1 4.805 0.6265 12 0.39 0.05 0 0 N o. U C CL U) v J co Cl a J N N m 'D W C N E _N W m cn N C CD C/) E p N p W N 7 ~ 9 ~ N 3 p o 0) N m W / \V E m W c E a ~ ~ . o Z U L.Q 'n v+ Q 4-d U) in y C/) c C C) a) (n D w c 7 Q Mn Q c U iii o o D o a~ E m _ N i ~ y aEi N w N J M Q C > J d N N > Lo C Q ~L R Z ~Z aci U)4-0 E ) v, w a0~cy •F~ oc n c c Q~ o 3 E (D Q N U 0 0 W (n X56 c co _Cl. N a U) C m .N m a 7 a Mn a C .N N 0 boo% J''I 7-2 28 6 0 4.251 10.93 0.00 0.39 7-2 28 11 3.696 0 9.41 0.39 0.00 7-3 29 1 2.94 _ 0 8 0.38 0.00 7-3 29 6 0 2.133 5.49 0.00 0.39 7-3 29 11 1.326 0 3.23 0.41 0.00 8-1 30 1 0.09051 3.497 9 0.01 0.39 8-1 30 6 3.485 0 8.96 0.39 0.00 8-1 30 11 3.473 0 8.91 0.39 0.00 8-2 31 1 3.41 0' 9 0.39 0.00 8-2 31 6 0 3.61 9.28 0.00 0.39 8-2 31 11 8.941 0 9.84 0.91 4.6 0.00 8-3 32 1 9.569 0 9 1.03 5.5 0.00 8-3 32 6 0 4.881 10.98 0.00 0.44 4.9 8-3 32 11 11.05 0 12.64 0.87 5.5 0.00 8-4 33 1 11.11 0 14 0.82 5.1 0.00 8-4 33 4 0 5.295 13.61 0.00 0.39 8-4 33 6 5.303 0.3734 13.64 0.39 0.03 9-1 34 1 0 5.337 14 0.00 0.39 9-1 34 6 5.236 1.163 13.47 0.39 0.09 9-1 34 11 5.135 0.2365 13.11 0.39 0.02 9-2 35 1 4.976 0.8272 13 0.38 0.06 9-2 35 6 0.5414 4.225 10.87 0.05 0.39 9-2 35 11 3.474 0 .8.75 0.40 0.00 9-3 36 1 3.494 0 9 0.40 0.00 9-3 36 6 0 4.246 10.92 0.00 0.39 9-3 36 11 4.997 0.794 13.01 0.38 0.06 9-4 37 1 5.313 0 14 0.39 0.00 9-4 37 6 0 5.313 13.67 0.00 0.39 9-4 37 11 5.313 1.836 13.67 0.39 0.13 10-1 38 1 0.1491 2.98 8 0.02 0.39 10-1 38 6 1.805 2.869 10.03 0.18 0.29 10-1 38 11 6.622 0 12.35 0.54 1.2 0.00 10-2 39 1 5.245 0 11 0.48 0.4 0.00 10-2 39 6 0 3.908 10.05 0.00 0.39 10-2 39 11 4.688 0 9.18 0.51 0.7 0.00 10-3 40 1 4.885 0 9 0.54 0.9 0.00 10-3 40 6 0 3.99 10.26 0.00 0.39 10-3 40 11 8.518 0 11.48 0.74 3.5 0.00 10-4 41 1 8.395 0 12 0.71 3.2 0.00 10-4 41 6 0 4.884 11.76 0.00 0.42 10-4 41 11 4.557 1.863 11.72 0.39 0.16 11-1 42 1 0.3704 4.168 11 0.03 0.38 54.5'0 11-1 42 4 3.998 0 10.38 0.39 0.00 11-1 42 6 3.846 0 9.71 0.40 0.00 11-2 43 l 3.797 0.1003 10 0.39 0.01 11-2 43 4 0 3.797 9.77 0.00 0.39 11-2 43 6 3.797 0 9.77 0.39 0.00 11-3 44 1 3.797 0 10 0.39 0.00 11-3 44 6 0` 3.797 9.77 0.00 0.39 11-3 44 11 3.797 0 9.77 0.39 0.00 11-4 45 1 3.797 0 10 0.39 0.00 11-4 45 6 0 3.944 9.77 0.00 0.40 11-4 45 11 3.797 1.579 9.77 0.39 0.16 12-1 46 1 0.4685 3.65 10 0.05 0.37 12-1 46 4 3.694 0 10.00 0.37 0.00 12-1 46 6 3.724 0 10.25 0.36 0.00 12-2 47 _1 3.685 0 9 0.39 0.00 12-2 47 4 0 3.733 9.58 0.00 0.39 12-2 47 6 4.176 0 9.71 0.43 0.00 12-3 48 1 4.374 0 10 0.45 0.1 0.00 12-3 48. 6 0 3.75 9.65 0.00 0.39 12-3 48 11 7.133 0 9.58 0.74 2.9 0.00 12-4 49 1 6.922 0 10 0.72 2.7 0.00 12-4 49 6 0 4.116 9.71 0.00 0.42 12-4 49 11 3.817 1.602 9.83 0.39 0.16 13-1 50 1 2.686 0.2755 9 0.28 0.03 13-1 50 4 0.2385 3.67 9.44 0.03 0.39 13-1 50 6 3.661 0 9.41 0.39 0.00 13-2 51 1 3.655 0 9 0.39 0.00 13-2 51 6 0 3.655 9.40 0.00 0.39 13-2 51 11 3.655 0 9.40 0.39 0.00 13-3 52 1 3.656 0 9 0.39 0.00 13-3 52 6 0 3.795 9.40 0.00 0.40 13-3 52 11 3.655 1.568 9.40 0.39 0.17 14-1 53 1 0.0601 2.164 6 0.01 0.39 14-1 53 6 0.3559 2.152 5.54 0.06 0.39 14-1 53 11 2.14 0 5.49 0.39 0.00 14-2 54 1 2.14 0 5 0.39 0.00 14-2 54 6 0 2.177 5.60 0.00 0.39 14-2 54 11 3.681 0 5.70 0.65 1.2 0.00 14-3 55 1 5.955 0 10 0.57 1.4 0.00 14-3 55 6 0 3.028 7.67 0.00 0.39 14-3 55 11 1.69 0.505 4.94 0.34 0.10 15-1 56 1 0.3571 2.687 7 0.05 0.39 ~q 15-1 56 6 2.637 0 6.78 0.39 15-1 56 11 2.587 0 6.60 0.39 15-2 57 1 2.825 0 8 0.36 15-2 57 6 0 1.468 4.39 0.00 15-2 57 11 0.1108 0.0387 1.00 0.11 0.00 0.00 0.00 0.33 0.04 C) O V C13 O N Cl) N J ca N Q d N ~ O ) O co J a c ^ v ~ J J ca J N CD _O 1 ca O N CD w s i0i a) E m o 11 Fz- Mr-1.1 o N ca N S - N tp S FZB41.5 o 2 Mr=-1.08 Fz-1 a~i 0 3.p6 Ms 3 42 Mr=- (a w P11s-2 4 \ S a- W Q S f ~L S `Fzgj1 5 o o Fz~ X- ~ f n J w n . Ms= 4 2 Lt c ~ ~ Ms=O . ~ N Co a 3 S ' ip O =Fyg61.8 o 55 fn a~ ° m L N -_Fzg20 g Fz 1.95 Mi=.p 225 Ms=' a O N s LL Mr=-2.08 Ms=-A 74 a ) ° aE C - Q Ms=_7.27 ` . V5 - Co C: a> w CL W E S o C a =Fz~`'7 3 S U o aD 65 9 ce) =-1 68 `FZ-70 0 o E z n y a cn c s M \ \ \ p 0866 o Mr C? Ms=6.61 0 0 Co ;F) z -0 g 5 O N )(D a 3 FZ 16 S Mr=1.8g ~ S U- i T a~i a; w CU z o m 15 g X15 8 - Fz~S7_g ' ° Mr 7 38 Nj o 3 0 Ms=-4.89 Ms= 4 ~3 - = V m N CO :6 w 2 CD I-e) CO N m co p h m 4, ca 0 _j O _ co C? co 0) Cl) it II WL II Ll- S. (L) cc LL ti_- _ cn- C/) Ms 8:36 ~ n o E S 44 o a FZ-16_~ o MC=1.39 o W a) o O n Ms=-15 N LL > 3 E J JLIww Er LL' - LO 0 0 N M N 0. U a v J m fn CL (D f0 D- w J ~ c E NI) a) w s CO a Mr=`6'3 aa) SNIs=_19,8 cL w m x S -`'F232 U) 2 o 'AF--84.9 07 (fir=-6 0 - Mr=-17.2 Ms=-18 6 rn Q 2 ~ N1s=_12 9 c a S a) _E S X288 w c ~ N F$5' 210 25 =1 1.34 h11r= Ms=-10.9 o o U o Mr 1.1 . Mr 3 23 3 Ms=- - 14 . o M 1.5 s= o a) Q S co U) g :F 3346 a F224 Ntr=-8.71 9 m OLi ` Fzg115 Mr=-1 33 Ms=-10 5 w = I. B Ms:=-9.4A E m N o o U a) ~ J S c c °6 a Q l' 323 F S vii Mr=-3.B6 =:-9 67 F 3g9 NT COD) CC) C o a- ms o M =O 19 co f!1 CD E W O ~ o 7.7 ~ Ms=37 4cv ` a~ i O ~ - - a) z m a ° ° F - -10.1 Nir S S U z ° a ~ E _ 4 g11 co N m o v Mr=-35.2 M~0 8 - ~ cn m ~ cow"' a) J C L C a) m ~ I- m co co cy), LO d cV ca tf) r Fl " B V) w o ' ~ - LL . - .7 ms=39 =o I o CQc) m E C-4 o : - - :F7g - ® C,) - o Mr=n.64 6 Ms=-71 o E ~Q®wcn Ir ,96 Z VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 1 4:42:49 PM Licensed to: Monore & Newell, Denver, CO pppppp ccccc aaaaa p p c c a a p p c c a p p c aaaaaa p p c c a a p p c c a a pppppp ccccc aaaaaa p P AAA DDDDD A A D D A ,A D D AAAAAAA D D A A D D A A D D A A DDDDD 000 0 O 0 0 0 0 0 O 0 O 000 SSSSS S S S SSSSS S S S SSSSS SSSSS S S S SSSSS S ( ttttt mm mm S S ( t m m m m SSSSS ( t m m m Computer program for ANALYSIS AND DESIGN OF SLAB SYSTEMS Licensee stated above acknowledges that Portland Cement Association(PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the ADOSS(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the ADOSS(tm) program. Although PCA has endeavored to produce ADOSS(tm) error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the ADOSS(tm) program. Note: Further information and technical support on the ADOSS computer program is available through the CPCA Web site at: °www.cpca.ca". 5103 VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 4:42:49 PM Licensed to: Monore & Newell, Denver, CO FILE NAME D:\PROJECTS\5500-V-1\LIDMOD-1\LIDSPA.ADS PROJECT ID. VFD A SPAN ID. Lid at Spa ENGINEER DATE TIME UNITS CODE SLAB SYSTEM FRAME LOCATION DESIGN METHOD MOMENTS AND SHEARS NUMBER OF SPANS 7 CONCRETE FACTORS DENSITY(pcf ) TYPE f'c (ksi) .density factor fr (psi) NEL 10/24/2005 14:59:05 U.S. in-lb ACI 318-95 FLAT PLATE INTERIOR STRENGTH DESIGN NOT PROPORTIONED SLABS 150.00 NORMAL WGT 5.00 1.00 530.30 BEAMS 150.00 NORMAL WGT 5.00 1.00 530.30 COLUMNS 150.00 NORMAL WGT 5.00 1.00 530.30 REINFORCEMENT DETAILS: NON-PRESTRESSED YIELD STRENGTH Fy = 60.00 ksi DISTANCE TO RF CENTER FROM TENSION FACE: AT SLAB TOP = 1.50 in OUTER LAYER AT SLAB BOTTOM = 1.50 in OUTER LAYER MINIMUM FLEXURAL BAR SIZE: AT SLAB TOP = # 5 AT SLAB BOTTOM = # 5 MINIMUM SPACING: IN SLAB = 6.00 in 5 VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 4:42:49 PM Licensed to: Monore & Newell, Denver, CO SPAN/LOADING DATA SPAN LENGTH Tslab WIDTH L2***I SLAB I DESIGN COLUMN i UNIFORM LOADS INUMBERI Ll I LEFT RIGHT I SYSTEM I STRIP STRIP** I S. DL LIVE (ft) i------- (in) I -------i (ft) (ft) I ------i I --------i (ft) (ft) I (psf ) (psf ) 1* I 1.0 18.0 I 8.0 17.0 I 1 I 25.0 .0 i I 335.0 100.0 2 I 27.3 18.0 I 8.0 17.0 I 1 I 25.0 10.8 I 335.0 100.0 3 I 28.0 18.0 1 11.0 12.0 I 1 I 23.0 11.5 I 335.0 100.0 4 I 19.5 18.0 1 12.0 12.0 I 1 I 24.0 9.8 I 335.0 100.0 5 I 18.8 18.0 1 12.0 12.0 I 1 I 24.0 9.4 I 335.0 100.0 6 I 12.1 18.0 I 6.0 3.0 I 1 I 9.0 4.5 I 335.0 100.0 7* i .5 18.0 i 6.0 3.0 i 1 I 9.0 .0 I 335.0 i 100.0 I_ * -Indicates cantilever span information. -Strip width used for positive flexure. ***-L2 widths are 1/2 dist. to transverse column. "E"-Indicates exterior strip. PARTIAL LOADING DATA PARTIAL LOADINGS ARE NOT SPECIFIED VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 4:42:49 PM Licensed to: Monore & Newell, Denver, CO COLUMN/TORSIONAL DATA COLUMN COLUMN ABOVE SLAB COLUMN BELOW SLAB I CAPITAL** CCOLUMN MIDDLEI NUMBER I C1 C2 HGT I Cl C2 HGT IEXTEN. DEPTHISTRIP* STRIP*I --------i (in) (in) (ft) I -----i (in) (in) (ft) I (in) (in) I (ft) (ft) 1 I .0 .0 .0 I 12.0 24.0 10.0 i I .0 .0 i I 10.8 14.2 2 I .0 .0 .0 I 12.0 24.0 10.0 I .0 .0 I 10.8 12.2 3 I .0 .0 .0 I 12.0 24.0 10.0 I .0 .0 I 9.8 13.3 I 4 I .0 .0 .0 I 12.0 24.0 10.0 I .0 .0 I 9.4 14.6 I 5 I .0 .0 .0 I 12.0 24.0 10.0 I .0 .0 I 4.5 4.5 I 6 i .0 .0 .0 i 12.0 24.0 10.0 I .0 .0 I 4.5 4.5 I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. **-Capital extension distance measured from face of column. COLUMN I TRANSVERSE BEAM I DROP PANEL/SOLID HEAD I SUPPORT NUMBER I WIDTH DEPTH ECCEN I LEFT RIGHT WIDTH THICK FIXITY* --------i (in) (in) (in) - i - (ft) (ft) (ft) i - (in) 1 I .0 0 I .0 ( .0 .0 .0 i .0 I 80% 2 I .0 ,.0 .0 I .0 .0 .0 .0 I 80% 3 I .0 .0 .0 I .0 .0 .0 .0 I 80% 4 I .0 .0 .0 I .0 .0 .0 .0 I 80% 5 I .0 .0 .0 I .0 .0 .0 .0 I 80% 6 i .0 .0 .0 i .0 .0 .0 .0 I 80% * -Support fixity of 0% denotes pinned condition. Support fixity of 99 9. denotes fixed end condition. 50 VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 4:42:49 PM Licensed to: Monore & Newell, Denver, CO LATERAL LOAD/OUTPUT DATA LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1-3) = 75% LOAD FACTORS: U = 1.40*D + 1.70*L U = .75( 1.40*D + 1.70*L + 1.70*W) U = .90*D + 1.30*W OUTPUT OPTION(S): Input Echo Centerline Moments and Shears Column Strip Distribution Fac Shear Table Reinforcing Required Bar Sizing Additional Information Deflections **SLAB.SPAN 6 IS NOT A TWO WAY SYSTEM. THE SLAB DESIGN MUST BE PERFORMED MANUALLY. **TOTAL UNFACTORED DEAD LOAD = 1332.000 kips LIVE LOAD = 238.339 kips 50 VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 4:42:49 PM Licensed to: Monore & Newell, Denver, CO STATICS PRINT-OUT FOR GRAVITY LOAD ANALYSIS J O I N T M 0 M E N T S ( ft - kips ) JOINT PATTERN-1 PATTERN-2 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BO TTOM 1 -11.3 104.0 - .0 -92.7 -11.3 83.5 .0 -72.2 2 -1843.3 1824.0 .0 19.4 -1690.2 1681.7 .0 8.6 3 -1051.5 1035.1 .0 16.4 -990.7 969.9 .0 20.9 4 -711.0 716.6 .0 -5.6 -604.6 615.2 .0 -10.5 5 -358.0 339.7 .0 18.3 -352.3 332.6 .0 19.7 6 -.9 .9 .0 -.1 3.2 .9 .0 -4.1 JOINT PATTERN-3 PATTERN-4 NUMBER - LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 -9.7 103.0 .0 -93.3 -11.8 104.9 .0 -93.1 2 -1720.3 1691.6 .0 28.3 -1919.1 1898.1 .0 21.0 3 -854.9 847.8 .0 7.1 -1038.5 1022.7 .0 15.7 4 -661.1 662.9 .0 -1.8 -712.2 719.1 .0 -7.0 5 -299.1 286.1 .0 13.0 -366.5 348.1 .0 18.4 6 -1.5 .8 .0 .7 .9 1.0 .0 -1.9 J O I N T S H E A R S ( kip s ) JOINT PATTERN-1 PATTERN-2 PATT ERN-3 PATTERN-4 NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 -22.5 250.4 -22.5 207.8 -19.3 250.8 -23.5 258.1 2 -374.2 324.2 -325.7 317.9 -369.5 282.0 -391.2 337.6 3 -271.3 234.7 -268.5 201.9 -222.3 222.6 -276.2 238.8 4 -204.4 226.1 -164.4 219.6 -203.4 196.2 -207.0 234.0 5 -190.2 77.5 -191.7 70.1 -157.5 72.8 -196.5 80.4 6 - -24.5 3.8 -14.5 3.8 -25.7 3.2 -22.6 4.0 S 61-P VFD Building A Design Strip Along Grid 0.7/0.9 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Pagela77 4:42:49 PM Licensed to: Monore & Newell, Denver, CO DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS FROM SUPPORTS COL LOAD CROSS DESIGN DISTANCE LOAD MAX.I.P. LOAD NUM TYPE SECTN MOMENT CR.SECTN PTRN DISTANCE PTRN (ft-k) (ft) (ft) 1 TOTL LEFT TOP - -8.1 .175 4 1.000 i DOT .0 .000 0 .000 0 RGHT TOP .0 .000 0 .000 0 DOT -21.2 .500 4 .000 0 2 TOTL LEFT TOP -1726.4 .500 4 6.813 2 DOT .0 .000 0 .000 0 RGHT TOP 1732.0 .500 4 8.400 3 DOT .0 .000 0 .000 0 3 TOTL LEFT TOP -918.4 .500 1 4.200 2 DOT .0 .000 0 .000 0 RGHT TOP 920.4 .500 1 6.825 2 DOT .0 .000 0 .000 0 4 TOTL LEFT TOP -611.5 .500 4 4.875 2 DOT .0 .000 0 .000 0 RGHT TOP 606.2 .500 1 3.766 2 DOT .0 .000 0 .000 0 5 TOTL LEFT TOP -271.1 .500 4 1.883 2 DOT .0 .000 0 .000 0 RGHT TOP 308.9 .500 4 7.852 2 DOT .0 .000 0 .000 0 6 TOTL LEFT TOP .0 .000 0 5.436 4 DOT 11.3 .500 4 .000 0 RGHT TOP .7 .087 4 .500 1 DOT .0 .000 0 .000 0 VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 4:42:49 PM Licensed to: Monore & Newell, Denver, CO DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS ALONG SPANS SPAN LOAD CRITICAL DESIGN LOAD MAX. I.P. LOAD MAX. I.P. LOAD NUM TYPE SECTION MOMENT PTRN DIST LEFT PTRN DIST RGHT PTRN (ft) (ft-k) - (ft) (ft) 2 TOTL 10.219 TOP - .0 0 .000 0 .000 0 DOT 1295.5 4 10.219 1 11.581 1 3 TOTL 14.700 TOP .0 0 .000 0 .000 0 DOT 735.4 2 7.700 1 9.100 1 4 TOTL 10.238 TOP .0 0 .000 0 .000 0 DOT 289.9 3 5.363 3 5.363 3 5 TOTL 9.886 TOP .0 0 .000 0 .000 0 DOT 492.3 2 6.120 1 7.061 1 6 TOTL 8.758 TOP .0 0 .000 0 .000 0 DOT 39.9 3 2.718 3 3.322 1 v~f VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 4:42:49 PM Licensed to: Monore & Newell, Denver, CO DISTRIBUTION OF DESIGN MOMENTS AT SUPPORTS COL CROSS TOTAL TOTAL-VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT (ft-k) (ft-k) ( a ) (ft-k) ( o ) (ft-k) ( o ) (ft-k) ( % ) 1 LEFT TOP -8.1 .0 ( 0) -8.1 (100) .0 ( 0) .0 ( 0) DOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) DOT -21.2 .0 ( 0) -21.1 (100) .0 ( 0) .0 ( 0) 2 LEFT TOP -1726.4 .0 ( 0) -1294.8 ( 75) .0 ( 0) -431.6 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 1732.0 .0 ( 0) 1299.0 ( 75) .0 ( 0) 433.0 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 3 LEFT TOP -918.4 .0 ( 0) -688.8 ( 75) .0 ( 0) -229.6 ( 25) DOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 920.4 .0 ( 0) 690.3 ( 75) .0 ( 0) 230.1 ( 25) BOT .0 .0 ( 0) :0 ( 0) .0 ( 0) .0 ( 0) 4 LEFT TOP -611.5 .0 ( 0) -458.6 ( 75) .0 ( 0) -152.9 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 606.2 .0 ( 0) 454.7 ( 75) .0 ( 0) 151.6 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 5 LEFT TOP -271.1 .0 ( 0) -203.3 ( 75) .0 ( 0) -67.8 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 308.9 .0 ( 0) 231.7 ( 75) .0 ( 0) 77.2 ( 25) DOT .0 .0 ( 0) 0 ( 0) .0 ( 0) .0 ( 0) 6 LEFT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) DOT 11.3 .0 ( 0) 11.2 ( 99) .0 ( 0) .1 ( 1) RGHT TOP .7 .0 ( 0) .7 ( 99) .0 ( 0) .0 ( 1) DOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 5-7/ VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 10 4:42:49 PM Licensed to: Monore & Newell, Denver, CO DISTRIBUTION OF DESIGN MOMENTS IN SPANS SPAN CROSS TOTAL TOTAL- VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT (ft-k) (ft-k) ( % ) (ft-k) ( % ) (ft-k) ( % ) (ft-k) ( o ) 2 10.22 TOP .0 .0 - ( 0) - .0 ( 0) .0 ( 0) .0 ( 0) BOT 1295.5 .0 ( 0) 777.3 ( 60) .0 ( 0) 518.2 ( 40) 3 14.70 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 735.4 .0 ( 0) 441.2 ( 60) .0 ( 0) 294.2 ( 40) 4 10.24 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 289.9 .0 ( 0) 173.9 ( 60) .0 ( 0) 116.0 ( 40) 5 9.89 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 492.3 .0 ( 0) 295.4 ( 60) .0 ( 0) 196.9 40) 6 8.76 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 39.9 .0 ( 0) 23.9 ( 60) .0 ( 0) 15.9 ( 40) VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 11 4:42:49 PM Licensed to: Monore & Newell, Denver, CO S H E A R A N A L Y S I S NOTE--Allowable shear stress in slabs = 282.84 psi when ratio of col. dim. (long/short) is less than 2.0. --Wide beam shear (see "CODE") is not computed, check manually. --After the column numbers, C = Corner, E = Exterior, I = Interior. D I R E C T S H E A R W I T H T R A N S F E R O F M O M E N T - - - - - - - - - - A R 0 U N D C 0 L U M N - - - - - - - - - - COL. ALLOW. PATT REACTION SHEAR PATT REACTION UNBAL. SHEAR SHEAR NO. STRESS NO. STRESS NO. MOMENT TRANSFR STRESS (psi) (kips) (psi) (kips) (ft-k) (ft-k) - (psi) 1E 282.84 4 275.2 210.98 4 275.2 -67.5 -23.6 229.32 2I 282.84 4 721.8 372.92* 4 721.8 -21.0 -7.5 377.17* 3I 282.84 4 508.0 262.47 4 508.0 -15.7 -5.6 265.66 4I 282.84 4 434.0 224.21 4 434.0 7.0 2.5 225.62 5I 282.84 4 269.9 139.48 4 269.9 -18.4 -6.6 143.21 6E 282.84 3 24.5 21.61 1 23.7 -21.5 -6.9 41.33 * - Shear stress exceeded. S ~3 VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 12 4:42:49 PM Licensed to: Monore & Newell, Denver, CO N E G A T I V E R E I N F O R C E M E N T COLUMN*PATT*LOCATION * TOTAL * COLUMN STRIP * MIDDLE STRIP NUMBER* NO.*@COL FACE* DESIGN * AREA WIDTH * AREA WIDTH * (ft-k) * (sq.in) (ft) * (sq.in) (ft) 1** 4 L I~ -8.1 4.20 10.8 5.52 14.2 2 4 II R 1732.0 18.64 10.8 5.93 12.2 3 1 II R 920.4 9.64 9.8 5.15 13.3 4 4 L ~I -611.5 6.33 9.4 5.67 14.6 5 4 R 308.9 3.20 4.5 1.75 4.5 6** 4 R .7 1.75 4.5 1.75 4.5 - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T SPAN *PATT*LOCATION * TOTAL * COLUMN STRIP * MIDDLE STRIP NUMBER* N0. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) * (ft-k) * (sq.in) (ft) * (sq.in) (ft) 2 4 10.2 1295.5 10.86 10.8 7.11 14.2 3 2 14.7 735.4 6.06 11.5 4.47 11.5 4 3 10.2 289.9 3.79 9.8 5.54 14.3 5 2 9.9 492.3 4.04 9.4 5.67 14.6 6 3 8.8 39.9 1.75 4.5 1.75 4.5 57l VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 13 4:42:49 PM Licensed to: Monore & Newell, Denver, CO D E S I G N R E S U L T S NOTE--The schedule given below is a guide for proper reinforcement placement and is based on reasonable engineering judgement. Unusual boundary and/or loading conditions may require modification of this schedule. N E G A T I V E R E I N F O R C E M E N T * C O L U M N S T R I P *M I D D L E S T R I P * LONG BARS * SHORT BARS * LONG BARS COLUMN * -B A R- L E N G T H- * -B A R- L E N G T H- * -B A R - L E N G T H- NUMBER * NO SIZE LEFT RIGHT * NO SIZE LEFT RIGHT * NO SIZE LEFT RIGHT * (ft) (ft) * (ft) (ft) * (ft) (ft) 1** 7 # 5 1.00 8.38 7 # 5 1.00 5.75 18 # 5 1.00 6.28 2 8 #10 12.16 12.96 7 #10 9.26 9.26 19 # 5 8.50 10.09 3 8 # 7 8.60 8.60 8 # 7 5.90 5.90 17 # 5 6.44 8.51 4 8 # 6 6.25 6.05 7 # 6 4.20 4.20 19 # 5 6.25 5.14 5 4 # 6 5.85 9.23 4 # 6 4.07 5.30 6 # 5 4.42 9.23 6** 3 # 5 6.81 .50 3 # 5 4.09 .50 6 # 5 6.81 .50 - Positive reinforcement required, design manually. P O S I T I V E R E I N F O R C E M E N T * C O L U M N S T R I P * M I D D L E S T R I P * LONG BARS * SHORT BARS * LONG BARS * SHORT BARS SPAN B A R---- B A R---- B A R---- * B A R---- NUMBER * NO SIZE LENGTH * NO SIZE LENGTH * NO SIZE LENGTH * NO SIZE LENGTH * (ft) * (ft) * (ft) * (ft) 2 9 # 7 27.00 9 # 7 23.84 12 # 5 27.50 11 # 5 23.16 3 10 # 5 27.50 10 # 5 21.00 8 # 5 28.50 7 # 5 19.60 4 7 # 5 19.00 6 # 5 14.63 9 # 5 20.00 9 # 5 13.65 5 7 # 5 18.33 6 # 5 14.12 10 # 5 19.33 9 # 5 13.18 6 3 # 5 11.83 3 # 5 10.57 3 # 5 12.33 3 # 5 10.27 sus VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 14 4:42:49 PM Licensed to: Monore & Newell, Denver, CO A D D I T I O N A L I N F O R M A T I O N A T S U P P O R T S * REINF. SUMMARY* ADD'L R/F REQ'D DUE TO UNBALANCED (U.) MOMENT TRANSFER COLUMN * NUMBER * W/0 U. MOMENT * MAX.U. *GAMMA* FLEXURAL *PATT* CRITICAL SECTION * REQ'D - PROV'D* MOMENT * -f * TRANSFER *NO. * SLABW - AREA - R/F *(sq.in) (sq.in)* (ft-k) * * (ft-k) * * (ft) (sq.in) 1 9.72 9.92 93.3 .65 60.7 3 6.5 .82 0 # 5 2 24.58 24.94 -28.7 .64 -18.4 3 6.5 .25 0 #10 3 14.79 14.87 -20.9 .64 -13.4 2 6.5 .18 0 # 7 4 12.00 12.49 10.5 .64 6.7 2 6.5 .09 0 # 6 5 4.95 5.38 -19.7 .64 -12.6 2 6.5 .17 0 # 6 6 3.50 3.72 4.1 .68 2.8 2 6.5 .04 0 # 5 NOTE: Zero transfer "CRITICAL SLABW" indicates no support dimensions given for transfer. If beam(s) are present, transfer mode may be due to beam shear. and/or torsion, check manually. A D D I T I O N A L I N F O R M A T I O N F O R I N- S P A N C O N D I T I O N S * REINF. SUMMARY * SPAN * * TOTAL FACTORED SPAN NUMBER* AT MIDSPAN * STATIC DESIGN MOMENT * REQ'D. - PROV'D. * (W/O PARTIAL LOADS) * (sq.in) (sq.in) * (ft-k) 2 17.96* 17.93 2054.3 3 10.53 10.85 1999.5 4 9.33 9.61 979.5 5 9.71 9.92 909.9 6 3.50 3.72 131.8 * - Indicates REQ'D reinforcement is greater than PROV'D (check bar selection) 57b VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab 11-04-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 15 4:42:49 PM Licensed to: Monore & Newell, Denver, CO D E F L E C T I O N A N A L Y S I S NOTES--The deflections below must be combined with those of the analysis in the perpendicular direction. Consult users manual for method of combination and limitations. --Spans 1 and 7 are cantilevers. --Time-dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. --Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. Deflections are computed as from an average uniform loading derived from the sum of all loads applied to the span. --Modulus of elasticity of concrete, Ec = 4287. ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN * LOAD NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in"4) * (in) * (in) * (in) * (in) (in) * (in) 1 145800. -.017 -.003 -.020 -.017 -.003 -.020 2 x.25950. .166 .056 .223 .105 .028 .134 3 115159. .094 .026 .120 .044 .012 .056 4 139968. .014 .003 .017 -.003 .000 -.003 5 139968. .032 .006 .038 .017 .003 .020 6 52488. -.002 .000 -.002 -.004 -.001 -.005 7 52488. .000 .000 .000 .000 .000 .000 * Program completed as requested * 5JT VFD Building A Design Strip Along Grid 0.7/0.9 18" Slab ~;7g Q Q a CIO) DO) O Q Q bA O ~w as ~z w W O w W H W z p- 0 0 0 0 0 0 p O O O O O -a - - V coo w M M l~ 00 O\ \p M O V) M M c} O\ M p~ O 0 0 0 0 r-+ O O O O ~ 00 V-) V) z z z M M V) W Q 3-, i O Ql t~ O V7 l~ LY. O" i 00 W a U U O M r w i V) 06 O DD - kri CT - cV C A LOD z W Q Q i n Fii a i U Q ' a U i O O C~ 00 O U o '-ova aw Z ; d " V Q Z i N M N M z04 w ; U z z STq Vail's Front Door Spa Design ID Section Maz M I.P Sh . Max M Max M Max M Max M Max M Max M Max M Min M I.P . Min M Min M Min M Min M in M Min M Min M ear (Ki Axial Ki Vertical Bending Torsion (kip- Dphm. Twist (kip- Defection Shear Axial Vertical Bending (kip Torsion (kip - Dphm. Twist (kip- Deflection ps) ( ps) (Kips) (kip -f) f) Bendin f) (inches) (Ki s) (Kips) (Kips) f) to Bendin f) (inch 7-1 0.00 6 0.004 -24.480 -87.340 -51.700 0.004 -7.062 0.000 0.01 5 0.01 1 -47.000 -165.700 -102 00 0 0 011 -15 990 es) 0 000 1-1 2 3 0.00 0 4 0.003 -17.940 -41.210 -32.180 0.003 -6.927 0.002 0.01 3 0.00 8 -34.710 -76.570 . -65.87 . 0 0 008 . -15 680 . 0 006 1-1 4 .00 0 00 4 0.003 9 0 006 -12.460 -9.146 -17.920 0.003 -5.060 0.006 0.00 5 0.00 3 -78.830 -14.950 -25.85 . 0 0.004 . -6.866 . 0 009 1-1 5 . 0 00 . 8 0 006 -15.530 -7 373 24.440 43 700 -21.000 0.012 -8.570 0.024 0.00 2 0.00 2 -7.739 9.999 -8.26 6 0.004 -2.985 . 0.010 1-1 6 . 0.00 . 6 0.005 . 12.810 . 40 850 -9.137 11 730 0.014 0 002 -5.326 0 69 0.029 0.00 2 0.00 2 -3.544 79.710 -2.892 O.OD4 -1.550 0.012 1-1 7 0.005 0.004 24.700 . 9.096 . 26.370 . 0 004 - . 1 0 990 0.028 0 020 0.00 0 00 0 0.00 0 2 5.377 17.640 4.979 0.002 0.028 0.012 1-1 8 -0.001 0.002 16.090 -22.840 21.720 . 0.002 . 0 513 . 0 004 . 0 004 0.00 0 00 2 10.380 4 4.095 11.060 0.002 0.552 0.009 1-1 9 -0.001 0.002 22.740 -66.630 38.470 0.001 . 1.801 . 0.001 . 0 003 . 0 00 38.300 4 54 210 -54.510 -158 400 51.690 0.005 1.201 0.009 1-2 1 -0.001 0.001 -23.760 -67.170 -46.750 0.002 -2.843 0.001 . 0.003 . 0.00 . 5 -56.910 . - -160 200 91.260 -110 500 0.006 0 005 4.272 6 0.001 1-2 7-2 2 -0.001 0.001 -15.280 -21.430 -16.030 0.007 -0.138 0.009 0.002 0.004 -36.620 . -50.460 . -37 590 . 0 004 - .496 -0 136 0.003 0 021 1-2 3 4 0.007 0.003 -22.150 17.360 -2.912 0.002 6.571 0.041 -0.007 0.001 -9.263 6.923 . -1.376 . 0 001 . 2 687 . 0 017 1-2 5 0.001 0.002 -10.040 50.110 12.770 0.002 13.300 0.056 -0.001 0.001 -4.215 20.670 5.356 . 0 000 . 5 581 . 0 023 1-2 6 0.001 0 001 0.002 0.523 57.770 18.590 0.002 14.800 0.062 -0.001 0.001 0.201 23.940 7.855 . -0.001 . 6 243 . 0 026 1-2 7 . 0 000 0.001 0 001 23.240 52.970 6.445 0.007 12.540 0.055 -0.001 0.001 9.702 22.030 2.852 0.001 . 5.344 . 0 023 1-2 8 . 0.000 . 0 000 32.790 19 820 9.869 -24 120 -11.200 21 200 0.000 3.145 0.039 -0.001 0.000 13.710 4.077 -4.568 0.000 1.414 . 0.016 1-2 9 0.000 . 0.000 . 27.880 . -65.920 - . -56 610 0.000 0 000 -1.262 042 0 0.007 0.001 0.001 47.350 -57.600 -50.900 0.000 -3.236 0.016 1 -3 1 0.002 0.000 -43.920 -116.200 . -35.450 . -0 003 . -3 244 0.001 0 003 0.001 0 005 0.000 66.560 -157.400 -135.500 0.000 -0.114 0.002 i-3 2 0.003 -0.001 -30.850 -31.590 -11.870 . -0.003 . -2.692 . 0 017 . 0 005 -0.003 -0 003 -104.700 -73 560 -277.900 75 -84.740 -0.007 -7.954 0.006 1.3 3 0.006 .0.004 -51.420 51.580 -19.070 -0.002 -4.123 . 0.077 . 0.003 . -0 001 . -21 560 - .990 27 890 -28.540 7 887 -0.006 -6.648 0.039 1-3 1-3 4 0.007 -0.005 -15.950 100.800 -3.544 -0.011 -0.558 0.103 0.004 . -0.002 . -6.669 . 42.530 • . -7 372 •0.001 -0 006 -1.630 -0 138 0.032 0 043 1-3 5 6 0.007 -0.006 -0.795 119.500 2.475 -0.007 1.951 0.112 0.004 -0.002 -0.305 60.340 . 1.147 . -0 004 . 0 910 . 0 047 1-3 1 0.007 0 007 -0.007 14.090 99.490 7.836 -0.003 4A09 0.103 0.004 -0.003 6.950 41.870 3.390 . -0.001 . 1 933 . 0 043 1-3 8 . 0 004 -0.008 47.200 47.810 20.390 -0.073 7.266 0.077 0.004 -0.003 19.870 20.130 8.644 -0.007 . 3 113 . 0 032 1-3 9 . 0 004 -0.004 28.550 -29.560 12.420 -0.004 2.893 0.017 0.007 -0.008 67.860 -70.280 29.400 -0.008 . 6 771 . 0 040 1-4 1 . 0 004 -0.004 38.720 -109.300 17.660 -0.002 0.955 0.003 0.007 -0.009 92.050 -259.800 41.870 -0.004 . 184 2 . 0 006 1-4 2 . 0 004 -0.004 -36.340 -705.800 -15.030 -0.005 0.354 0.001 0.007 -0.009 -86.420 -251.600 -35.790 -0.010 . 0 783 . 0 003 1-4 3 . 0 003 -0.004 -0 005 -25.340 1 -40.530 -10.360 -0.005 -2.058 0.007 0.006 -0.010 -60.250 -96.330 -24.630 -0.009 . -4.932 . 0 016 1-4 4 . 0.005 . -0 010 - 6.060 -20 020 -0.957 47 060 -7.211 12 3 -0.004 -2.966 0.014 0.006 -0.010 180 -2.227 -17.760 -0.008 -7.077 . 0.034 1-4 5 0.004 . -0.071 . -4.798 . 63.140 - . 00 -70 250 -0.007 -0 006 -7.988 -7 570 0.04711 0 05 000311 -0.005 -8.420 19.770 -5.172 -0.003 -3.355 0.020 1-4 6 0.003 17 9.893 51.470 . -5.443 . -0.006 . -6 285 . 2 0 048 0.003 0 002 -0.005 -0 005 -2.027 26.530 -6.311 -0.003 -3.182 0.022 1-4 7 0.002 11 25.120 12.490 2.438 -0.006 . -4.002 . 0 035 . 0 002 . -0 005 4.155 10 560 21.630 -2.293 -0.003 -2.645 0.020 i-4 1 8 0.001 -0.005 18.380 -25.440 4.069 -0.002 -0.939 . 0.007 . 0.002 . -0.011 . 43.720 5.249 -60 540 1.016 9 698 -0.002 -0 006 -1.687 -2 223 0.015 -4 1-5 9 1 0.007 -0.005 27.130 -75.280 13.090 -0.002 -1.194 0.001 0.001 -0.011 64.550 . -179.100 . 31.160 . -0 006 . -2 830 0.018 0 003 1-5 2 0.001 0 -0.005 -29.720 -76.260 -14.190 -0.003 -0.057 0.001 0.000 -0.011 -69.290 -181.500 -33.740 . -0 006 . -0 126 . 0 003 1-5 3 .000 0 002 -0.005 -20.200 -21.950 -7.572 -0.003 -0.344 0.009 -0.001 -0.011 -48.070 -52.210 -18.010 . -0.006 . - 0 812 . 0 022 1-5 4 - . -0 002 -0.011 -0 011 -37.210 17 930 22.910 -6.308 -0.006 1.240 0.043 0.000 -0.005 -13.120 9.630 -2.653 -0.003 . .519 . 0.018 1-5 5 . _0 002 . -0 010 - . -6 763 61.360 73 130 1.804 -0.007 4.076 0.058 0.000 -0.005 -7.536 25.790 0.758 -0.003 1.712 0.024 1wl 6 . -0 .002 . -0.009 . 13 980 . 60 830 7.819 17 590 -0.007 -0 003 6.910 0.064 0.000 -0.005 -2.843 30.740 3.286 -0.002 2.904 0.027 1 1-5 7 -0.002 -0.008 . 25.300 . 27.180 . 21 540 . -0 004 11.280 12 070 0.056 0 043 0.000 -0.004 5.677 25.570 7.393 -0.002 4.747 0.024 1- 5 8 0.000 -0.003 16.450 -15.410 . 11.760 . -0.002 . 4.805 . 0 009 0.000 -0 002 -0.004 -0 007 10.630 39 140 11.420 9.057 ' -0.002 5.074 0.018 1-5 21 0.000 -0.003 24.300 -61.310 18.970 -0.001 2.134 . 0.001 . -0.001 . -0 007 . 57 830 -36.660 -145 900 27.980 4 -0.004 11.430 0.022 1-6 1 0.000 -0.003 -22.940 -59.400 -13.760 -0.001 2.209 0.001 0.000 . -0.007 . -54 590 . -141 300 4.990 -32 740 0.004 5.074 0.004 1-6 6 1 2 0.001 -0.003 -15.4b0 -17.260 -8.748 -0.007 -0.675 0.005 0.001 -0.007 . -36.790 . -47.060 . -20 870 -0.003 -0 002 5.253 -1 607 0.002 0 - 7-6 3 4 0.002 -0.007 -22.640 15.540 -12.470 -0.001 -2.392 0.025 0.001 -0.003 -9.517 6.537 . -5.239 . 0 000 . -1 005 .012 0 011 1 -6 5 0.003 -0.007 -11.170 41.950 -6.046 0.001 -1.415 0.034 0.002 -0.003 -4.694 17.630 -2.541 . 0 001 . -0 595 . 0 014 - 16 6 0.004 -0.008 -1.098 45.220 -0.320 0.003 0.713 0.036 0.002 -0.004 -0.461 79.010 -0.134 . 0 002 . 0 300 . 0 015 1-6 7 0.005 0 003 -0.008 19.220 29.580 13.170 -0.003 6.976 0.030 0.003 -0.004 8.079 12.430 5.538 . -0.002 . 2 906 . 0 012 1-6 8 . 0 003 -0.003 13.400 -5.069 10.470 0.000 4:387 0.008 0.006 -0.007 31.890 -12.060 24.900 -0.001 . 10 420 . 0 018 1 -6 9 . 0 002 -0.003 0 00 20.450 -36.940 18.970 0.001 5,407 0.002 0.005 -0.007 48.650 -87.880 46.990 0.001 . 12 860 . 0 005 . - . 3 30.320 -91.950 34.470 0.001 2.848 0.000 0.005 -0.006 72.120 -218.700 82.000 0 003 . 6 na . n nnn 0 UT Pv T 0i" c MPT AO DLL Design Strip Forces ,&%0 Vail's Front Door Spa Design Design Strip Forces Max V I.P. Max V MaxV M. V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I P ID Section I Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear Axla1 Vertical Bending (kip T orsion (kip- Dphm. Twist (kip- Deflection . . Shear (Kips) (Kips) (Kips) ft) ft) Bending ft) (inches) (Kips) (Kips) (Kips) ft ft) Sending k) (inches) (Kips) i-1 1 1 1 0.006 0.004 -24.480 -87.340 -51.700 0.004 -7.062 0.000 0.015 0.011 -47.000 -165.700 -102.000 0.011 -15.990 0.000 0.015 - 2 0.004 06003 -174940 -41.210 -32.180 0.003 -6.927 0.002 0.013 0.008 -34.710 -76.570 -65.870 0.008 -15.680 0.006 0.013 1-1 3 0.003 0.002 -12.240 -9.430 47.130 0.003 -4.666 0.006 04011 0.007 -24.000 -14.560 -37.890 0.009 -11.870 0.015 0.011 i-1 4 0.002 01002 -7.739 9.899 -8.266 0.004 -2.985 04010 0.009 0.006 -15.530 24.440 -21.000 04012 -8.570 0.024 0 009 1-1 5 0.002 0.002 -3.544 19.110 -2.892 0.004 .1.550 0.012 0.008 06006 -7.373 434700 -9.737 0.014 -5.326 0.029 . 0.008 1-1 6 0.006 0.005 12.810 404850 11.730 00002 -0.691 0.028 0.000 0.002 5.377 17.640 4.979 0.002 0.028 0.012 0.006 7-i 7 0.005 0.004 24.700 94096 26.370 0.004 0.994 0.020 04000 04002 10.380 4.095 11.060 0.002 04552 0.009 0.005 1-1 8 0.004 0.004 38.300 -54.510 51.690 0.005 1.201 0.009 -0.001 0.002 16.090 -22.840 21.720 0.002 04513 0.004 0.004 1-1 9 0.003 04004 544210 -158.400 91.260 0.006 44272 0.001 -0.001 0.002 22.740 -66.630 38.470 0.001 1.801 0.001 0 003 1-2 1 -0.001 0.001 -23.760 -67.170 -46.750 04002 -2.843 0.007 04003 0.005 -56.970 -160.200 -110.500 0.005 -6.494 0.003 . 0 003 1-2 2 -0.001 0.001 -15.280 -21.430 -164030 0.001 -0.138 0.009 0.002 0.004 -36.620 -50.460 .37.590 0.004 -0.136 0.021 . 0.002 1-2 3 -00001 0.001 -9.263 6.923 -1.316 0.001 2.687 0.017 0.001 0.003 .22.150 17.360 -2.912 0.002 6.511 0.041 0.001 /-2 1 2 4 -0.001 0.001 -4.215 20.670 5.356 0.000 5.581 0.023 04001 06002 -10.040 50.110 12.770 0.002 13.300 0.056 0.001 . 5 0.001 0.002 0.523 57.770 18.590 0.002 14.800 0.062 -0.001 0.001 0.201 23.940 7.855 -0.001 6.243 01026 04001 1-2 6 0.001 0.001 234240 52.970 6.445 0.001 12.540 0.055 -0.001 0.001 90702 224030 2.852 0.001 5.344 0.023 0 001 1-2 7 0.000 0.001 32.790 9.869 -11.200 0.000 3.145 0.039 .0.001 0.000 13.710 4.077 -4.568 09000 1.414 0.016 . 0.000 1-2 8 0.001 0.001 47.350 -57.600 -50.900 0.000 -3.234 0.018 0.000 0.000 19.820 -24.120 .21.200 0.000 -1.262 0.007 -0.001 i-2 9 0.001 0.000 66.560 -157400 -135.500 0.000 -0.114 0.002 0.000 0.000 27.880 -65.920 -56.610 0.000 0.042 0.001 0.000 1-3 1 0.002 0.000 -43.920 .116.200 .35.450 .04003 -3.244 0.003 0.005 -0.003 .104.700 -277.900 -84.740 -0.007 -74954 0.006 0 004 1-3 2 04003 -0.001 - -30.850 37.590 -11.870 -0.003 -2.692 0.017 0.005 -0.003 .73.560 -75.990 -28.540 -0.006 -6.648 0.039 4 0 003 1-3 3 0.003 -0.001 -211560 21.890 -7.887 .0.001 -1.630 0.032 0.006 -0.004 -51.420 51.580 .19.070 -0.002 4.123 0.077 . 0.003 1-3 4 0.004 -04002 -64669 42.530 -1.372 -0.006 -0.138 0.043 0.007 -0.005 -15.950 100.800 -3.544 -0.011 -0.558 0.103 0.004 1-3 5 04004 -0.002 -0.305 50.340 7.147 -0.004 0.910 0.047 0.007 -04006 -0.795 119.500 2.475 -04007 1.951 0.112 0 004 1-3 6 0.007 -0.007 141090 99.490 7.838 -0.003 4.409 0.103 0.004 -0.003 50950 410870 34390 -0.001 1.933 04043 . 0.004 1-3 7 0.007 -0.008 47.200 47.810 20.390 -0.013 7.266 0.077 0.004 -0.003 19.870 20.130 8.644 -0.007 3.113 0.032 0 004 1-3 8 0.007 -0.008 67.860 -70.280 29.400 -0.008 6.771 0.040 0.004 -0.004 28.550 -29.560 12.420 -0.004 2.893 0.017 . 0.004 1-3 9 0.007 -0.009 92.050 -259.800 41.070 -0.004 2.184 0.006 0.004 4004 38.720 .109.300 17.660 -0.002 04955 0.003 0.004 1.4 1 4 1 0.004 -0.004 .364340 -1054800 -15.030 -0.005 0.354 0.001 0.007 -00009 -86.420 -251.600 -35190 -0.010 0.783 0.003 0.004 - 2 0.004 -0.004 .25.340 -40.530 -10.340 -0.005 -2.058 0.007 0.006 -0.010 -604250 -96.330 .24.630 -0.009 4.932 0.016 0.004 1-4 3 0.003 -0.005 .16.060 -0.957 -74211 -0.004 -2.966 0.014 0.006 -0.010 -38.180 -2.227 .17.160 -0.008 .7.077 0.034 0.003 1-4 4 00003 -0.005 -84420 19.770 .5.172 -0.003 -3.355 0.020 0.005 -0.010 -20.020 47.060 -12.300 -0.007 -7.988 0.047 0.003 1-4 5 0.003 -0.005 -2.021 26.530 -4.311 -0.003 -3.182 0.022 0.004 -0.011 .44798 63.140 -10.250 -0.006 -7.570 0.052 0.003 1-4 6 0.003 -0.011 94893 51.470 .5.443 -0.006 -6.285 0.048 0.002 -04005 4.155 219630 -2.293 -0.003 -2.645 0.020 0.002 14 1 4 7 0.002 -0.011 25.120 12.490 2.438 -0.006 -4.002 0.035 0.002 -0.005 10.560 5.249 1.018 -0.002 -1.687 0.015 0.002 - 8 00002 -0.011 43.720 -60.540 9.698 -0.006 -2.223 0.018 0.001 -0.005 18.380 -25.440 4.069 -0.002 -0.939 0+00711 0.001 1-4 9 0.001 -06011 64.650 .179.100 314160 -04006 -2.830 0.003 0.001 -04005 27.130 -75.280 13.090 -0.002 -14194 0.00111 0 001 1-5 1 - 0.001 -0.005 .29.120 -76.260 -14190 .0.003 -0.057 0.001 0.000 -0.011 -69.290 481.500 -33.740 -0.006 -0.126 0.003 . 04001 1-5 2 00000 4005 -206200 -21.950 -7.572 -0.003 -0.344 0.009 -0.001 -0.017 -48.070 .52.210 .1840101 -0.006 -0.812 04022 0.000 1.5 3 0.000 -0.005 -13.120 9.630 -2.653 -04003 0.519 0.018 .0.002 -0.011 -31.210 22.910 -6308 -0.006 1.240 0.043 0.000 1-5 - 4 0.000 -0.005 -7.538 25.790 0.758 -0.003 1.712 0.024 -0.002 -0.011 .17.930 61.360 1.800 -0.007 4.076 0.058 0.000 1 5 5 0.000 -0.005 -2.843 30.740 3.286 -0.002 2.904 04027 -0.002 -0.010 -6.763 730130 7.819 -0.007 6.910 0.064 0.000 1-5 1 5 6 -0.002 -0.009 13.980 60.830 174590 -04003 11.280 0.058 0.000 -0.004 5.877 25.570 7393 4002 4.741 0.024 0.000 - 7 -0.002 -0.008 25.300 27.180 21.540 -0.004 12.070 0.043 0.000 -01004 10.630 11.420 9.057 .0.002 5.074 0.018 0.000 1-5 8 -0.002 -04007 39140 -36.660 27.980 -0.004 119430 0.022 0.000 -0.003 16450 -15.410 11.760 .0.002 4.805 0.009 0.000 1-5 9 -0.001 -0.007 57.830 -145.900 44.990 -0.004 5.074 0.004 0.000 -0.003 244300 -61.310 18.910 -0.001 2.134 0.00111 0.000 1-6 1 0.000 -0.003 -224940 -59.400 -13.760 -0.001 2.209 0.001 0.000 -0.007 -54.590 .141.300 .32.740 .0.003 5.253 0.002 0.000 1-6 2 0.001 -00003 -75.460 -17.260 -8.748 -0.001 -0.675 0.005 0.001 .0007 -36.790 41.060 -20.810 -0.002 -1.607 04012 0.001 1.6 3 0.001 -0.003 17 6.531 -5.239 0.000 -1.005 0.011 0.002 .0.007 .22.640 15.540 -12.470 -0.001 -2.392 0.025 0 001 1-6 4 0.002 -0.003 -4.694 17.630 -2.541 0.001 -0.595 0.014 0.003 -0.007 -11.170 41.950 -6.046 0.001 -1.415 0.034 . 0.002 1-6 5 04002 -0.004 -0.461 19.010 -0.134 0.002 0.300 0.015 0.004 .0.008 -1.098 45.220 -0.320 0.003 0.713 0.036 0 002 1-6 6 0.005 -0.008 19.220 29.580 13.170 -0.003 6.914 0.030 0.003 -0.004 8.079 12.430 5.538 -0.002 29906 0.012 0 0.003 1-6 7 0.006 -0.007 31.890 -12.060 24.900 -04001 10.420 0.018 0.003 -0.003 13.400 -5.069 10470 0.000 4.381 0.008 0.003 1-6 8 0.005 -0.007 48.650 -87.880 44.990 0.001 129860 0.005 0.003 -0.003 20.450 -36.940 180910 0.007 5.407 0.002 0.003 1.6 9 0.005 -0.006 72.120 -218.700 82.000 0.003 6.776 0.000 0.002 -0.003 30.320 -91.950 34.470 0.001 2.848 0.000 0.002 SO, Vail's Front Door Spa Design ID Section Max P Axial Max P V i l Max P Max P Max P Max P Max P Min p t.P . Min P Min P Min P Min P Min P Min P Min P (Ki ert ca Ki Bending (kip T orsion (kip- Dphm. Twist (kip- DeNection Shear Axiai I Vertical Bending (ki p T orsion (kip- Dphm Twist (ki - Defl ti ps) ( ps) N) N) Bendin N) (inches) (Kips) (Kips) (Kips) N) N . S p ec on 1-1 1 0.011 -47.000 -165.700 -102.000 0.011 -15 990 0 000 0 00 6 0 ) ending ft) (inches) 1-1 2 0.008 -34.710 -76.570 -65.870 0 000 . -15 680 . 0 006 . 0 ,00 4 -24.480 -87.34 0 -51.700 0.004 -7.062 0.000 1-1 3 0.007 -24.000 -14.560 37.890 . 0 009 . -11 870 . 0 015 .00 0 00 4 0.00 3 -17.940 -41.21 0 -32.180 0.003 -6.927 0.002 i-1 4 0.006 -75.530 24.640 -21.000 . 0.012 . -8.570 . 0 024 . 0 00 3 0.00 2 0 00 2 -12.240 2 7 7 -9.43 0 -17.130 0.003 -4.666 0.006 1-1 5 0.006 -7.373 43.700 -9.137 0.014 -5.326 . 0 029 . 0 00 . 2 0 00 - . 39 2 9.99 9 -8.266 0.004 -2.985 0.010 1-1 6 0.005 12.810 40.850 11.730 0.002 -0.697 . 0 028 . 0 00 . 0 0 00 -3.544 2 5 377 19.77 0 -2.892 0.004 -7.550 0.012 1-1 7 0.004 24.700 9.096 26.370 0.004 0.994 . 0.020 . 0.00 . 0 0 00 . 2 10 380 17.64 4 09 0 5 4.979 0.002 0.028 0.012 1-1 8 0.004 38.300 -54.510 51.690 0.005 1.201 0.009 -0.00 . 1 0 00 . 2 16 090 . -22 84 0 17.060 1 0.002 0.552 0.009 7-1 1 2 9 0.004 54.210 -158.400 91.260 0.006 4.272 0.007 -0.001 . 0.00 . 2 22 740 . -66 630 .720 2 38 470 0.002 0 007 0.513 0.004 - 1 2 1 0.005 -56.910 -160.200 -110.500 0.005 -6.494 0.003 -0.001 0.001 . -23.760 . -67 170 . -46 750 . 0 002 1.801 0.001 - 1-2 2 3 0 .004 -36.620 -50.360 -37.590 0.004 -0.136 0.021 -0.001 0.001 .15 . -21.430 . -16 030 . 0 001 -2.843 -0 138 0.007 0 1-2 4 0.003 0 002 -22.150 -10 040 17.360 50 110 -2.912 0.002 6.511 0.041 -0.007 0.001 -9.263 6.923 . -1.316 . 0.001 . 2.687 .009 0 017 i-2 5 . 0.002 . 0.523 . 57 770 12.770 18 590 0.002 0 002 13.300 0.056 -0.001 0.007 -4.275 20,670 5.356 0.000 5.581 . 0.023 1-2 6 0.001 23.240 . 52.970 . 6.445 . 0 001 14.800 12 540 0.062 0 055 -0.001 0 0.001 0.201 23.940 7.855 -0.001 6.243 0.026 1-2 7 0.001 32.790 9.869 -11.200 . 0.000 . 3 145 . 0 039 - .001 -0 001 0.001 9102 22.030 2.852 0.001 5.344 0.023 1-2 8 0.007 29.510 35.920 -31.530 0.000 . -1,854 . 0 011 . 0 000 0.000 0 000 13.710 4.077 -4.568 0.000 1.414 0.016 1-2 9 0.007 41.520 -98.160 -84.270 0.000 O.OB6 . 0 002 . 0 007 . 0 000 21.140 -25.720 -22.640 0.000 -1.371 0.008 13 1 0.000 -65.420 -173.100 -52,780 -0.005 -4.806 . 0.004 . 0 004 . -0 003 58.380 -91 810 -738.100 -178.900 0.000 -0.747 0.002 13 2 -0.001 -30.850 -31.590 -11.870 -0.003 -2.692 0.017 . 0 005 . -0 003 . -73 560 -243.800 75 990 -74.340 -0.006 -7.016 0.005 1-3 3 -0.001 -21.560 21.890 -7.887 -0.001 -1.630 0.032 . 0.006 . -0 004 . -51 420 - . 51 580 -28.540 1 -0.006 -6.648 0.039 1-3 4 -0.002 -6.669 42.530 -1.372 -0.006 -0.138 0.043 0.007 . -0.005 . -15 950 . 100 800 - 9.070 544 3 -0.002 -4.123 0.077 13 1 5 -0.002 -0.305 50.340 1.747 -0.004 0.910 0.047 0.007 -0.006 . -0 795 . 119 500 . 475 2 -0.011 -0.558 0.703 -3 7 3 6 -0.003 5.950 41.870 3.390 -0.007 7.933 0.043 0.007 -0.007 . 14.090 . 99490 . 7 838 -0.007 -0 003 1.951 4 0.172 - 1-3 7 8 -0.003 19.870 20.130 8.644 -0.007 3.113 0.032 0.007 -0.008 47.200 47.810 . 20 390 . -0 013 .409 7 266 0.103 1-3 9 -0.004 28.550 -29.560 12.420 -0.004 2.893 0.017 0.007 -0.008 67.860 -70.280 . 400 29 . -0 008 . 771 6 0.077 0 1-4 1 -0.004 -0 004 38.720 -36 340 -109.300 -105 800 17.660 5 -0.002 0.955 0.003 0.007 -0.009 92.050 -259.800 . 47.870 . -0.004 . 2.184 .040 0 006 1-4 2 . -0 004 . -25 340 . -40 530 -1 .030 1 4 -0.005 0.354 0.001 0.007 -0.009 -86.420 -251.600 35.790 -0.010 0.783 . 0 003 1-4 3 . -0.005 . -16.060 . -0.957 - 0.3 0 -7 211 -0.005 -0 004 -2.058 -2 966 0.007 0.006 -0.010 -60.250 -96.330 -24.630 -0.009 -4.932 . 0.016 1-4 4 -0 .005 -8.420 79.770 . -5.172 . -0 003 . -3 355 0.014 0 020 0.006 0 -0.010 -38.180 -2.227 -17.160 -0.008 -7.077 0.034 1-4 5 -0.005 -2.027 26.530 -4.311 . -0.003 . 3 182 . 0 022 .005 0 004 -0.010 0 -20.020 47,060 -12.300 -0.007 -7 .988 0.047 1-4 fi -0.005 4.155 21.630 -2.293 -0.003 . -2.645 . 0 020 . 0 003 -0. 11 -0 011 -4. 798 63.140 -10.250 -0.006 -7.570 0.052 1-4 7 -0.005 1 0.580 5.249 1.018 -0.002 -1.687 . 0.015 . 0 002 . -0 017 8 9,93 25 120 51.470 -5.443 -0.006 -6.285 0.048 1-4 8 -0.005 78.380 -25.440 4.069 -0.002 -0.939 0.007 . 0.002 . -0.011 . 43 720 12.490 -60 540 2.430 9 698 -0.006 -4.002 0.035 1-4 9 -0.005 27.730 -75.280 73.090 -0.002 -1.194 0.001 0.007 -0.017 . 64 550 . -179 100 . 31 160 -0.006 -2.223 0.018 1-5 1 t -0.005 -29.120 -76.260 -14.190 -0.003 -0.057 0.007 0.000 -0.011 . -69 290 . -781 500 . -33 740 -0.006 0 -2.830 0.003 -5 1-5 2 -0.005 -20.200 -21.950 -7.572 -0.003 -0.344 0.009 -0.001 -0.011 . -48.070 . -52 210 . -18 010 - .006 -0 006 -0.126 0 812 0.003 1-5 3 4 -0.005 -0 005 -13.120 -7 538 9.630 790 25 -2.653 -0.003 0.579 0.018 -0.002 -0.011 -31.210 . 22.910 . -6.308 . -0.006 - . 1.240 0.022 0 043 1-5 5 . -0.005 . -2.843 . 30.740 0.758 3 286 -0.003 -0 002 1.112 2 904 0.024 -0.002 -0.011 -17.930 67.360 1.804 -0.007 4.076 . 0.058 1.5 6 -0.004 5.877 25.570 . 7.393 . -0 002 . 4 747 0.027 0 024 -0.002 0 -0.010 -6.763 73.130 7.819 -0.007 6.910 0.064 i-5 7 -0.004 10.fi30 11.420 9.057 . -0.002 . 5.074 . 0 018 ' - .002 -0 002 -0.009 -0 008 13.980 60.830 17.590 -0.003 11.280 0.058 1.5 B -0.003 16.450 -75.410 11.760 -0.002 4.805 . 0.009 . -0 002 . -0 007 25.300 39 140 27.180 21.540 -0.004 12.070 0.043 1-5 9 -0.003 24.300 -61.310 18.910 -0.007 2.134 0.001 . -0 001 . -0 007 . 57 830 -36.660 14 27.980 -0.004 11.430 0,022 1-6 1 -0.003 -22.960 -59.400 -13.760 -0.001 2.209 0.001 . 0 000 . -0 007 . -54 590 - 5.900 -141 300 44.990 -0.004 5.074 0.004 1-6 2 -0.003 -15,460 -17.260 -8.748 .0001 -0.675 0.005 . 0.001 . -0.007 . -36 790 . -41 060 -32.740 20 870 -0.003 5.253 0.002 1-6 1 6 3 -0.003 -9.517 6.531 -5.239 0.000 -1.005 0.011 0.002 -0.007 . -22 640 . 15 540 - . -12 470 -0.002 0 001 -1.607 0.012 - 1-6 4 5 -0.003 1.694 17.630 -2.541 0.001 -0.595 0.014 0.003 -0.007 . -11.770 . 41.950 . -6 046 - . 0 001 -2.392 -1 415 0.025 0 1-6 6 -0.004 -0 004 -0.461 8 079 19.010 12 430 -0.134 0.002 0.300 0.015 0.004 -0.008 -1.098 45.220 . -0.320 . 0.003 . 0.773 .034 0 036 1-6 7 . -0.003 . 13.400 . -5 069 5.538 10 470 -0.002 0 000 2.906 4 0.012 0.005 -0.008 19.220 29.580 13.170 -0.003 6.914 . 0.030 1-6 8 -0.003 20.450 . -36.940 . 18 910 . 0 001 .381 5 407 0.008 0 0.006 -0.007 31.890 -12.060 24.900 -0.001 10.420 0.018 i-6 9 -0.003 30.320 -91 950 . 34 470 . 0 007 . .002 0.005 -0.007 48.650 -87.880 44.990 0.001 12.860 0.005 . . . 2.848 0.000 0.005 -0.006 72.120 _ -218.700 82.000 0.003 6.776 n nnn Design Strip Forces 5%7- Vail's Front Door Spa Design Max M I.P. Max M Max M Max M Max M Max M Max M Max M Min M I.P. Min M Min M Min M Min M Min M Mi M Min M ID Section Shear Axial Vertical Bending Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) (kip-ft) h) Bending ft) (inches) (Kips) (Kips) (Kips) f1) k) Bending ft) (inches) 1-7 1 0.002 -0.002 -38.070 -103.200 -37.640 0.000 2.079 0.004 0.004 -0.004 -90.580 -245.500 -89.540 0.000 4.947 0.009 1-7 2 0.002 -04002 -25.320 -33.900 -17.490 0.000 -3.736 0.027 0.003 -0.003 -600250 -80.660 -41.610 0.001 -8.887 0.064 1-7 3 0.002 -0.003 -42.090 10.050 -20.390 0.001 -80515 0131 00001 -0.001 -17.690 4.224 40572 0.001 -3.579 0.055 1-7 4 0.000 -0.002 -22.650 37.330 -7.147 -0.001 -3.801 0.198 0.000 -04001 -9.519 15.690 -3.004 0.000 -1.598 04083 1-7 5 0.000 -0.002 -16.780 69.480 -1290 -0.001 -1.660 0.257 0.000 -0.001 -7.055 294200 -1.383 0.000 -0.698 0.108 1-7 6 -00001 -0.001 -124290 88.850 -0.970 -0.002 -0.279 0.306 0.000 -0.001 -5.167 37.350 -0.408 -0.001 -0.118 0.129 1-7 7 04000 0.000 -56821 89.030 06111 -0.003 0.469 0.343 0.000 0.000 -2.447 37.420 0.046 -0.001 0.197 0.144 14 8 0.000 04001 -3.336 95.300 0.142 -0.003 0.285 0.365 0.000 0.000 -1.402 40.060 0.060 -0.001 0.120 0.154 1-7 9 0.000 0.001 -1.078 96.690 0.566 -0.004 -0.235 0.375 Omit 0.000 -0.453 404640 0.238 -0.002 -06099 0.158 2-1 1 0.009 0.005 -32.720 -109.700 34.210 0.014 7.477 04000 0.024 0.017 -58.740 -198.300 62.440 0.039 136890 -04001 2-1 2 0.006 0.006 -23.850 -544470 21.860 04009 06113 0.001 0.020 0.017 -42.810 -98.650 39.620 0.028 0.367 0.003 2-1 3 0.005 0.006 -15.240 -13.730 8.377 0.010 -0.573 0.005 0.014 0.016 -27.340 -24.790 15.080 0.025 -0.724 0.009 2-1 4 0.074 0.018 -16.060 78.020 144190 0.021 -0.633 0.017 0.003 0.006 -9.103 9.778 7.337 0.008 -0.820 0.009 2-1 5 0.012 0.017 -6.495 35.260 8.498 0.027 -0.823 0.020 0.003 0.007 -3.821 19.540 4.121 0.011 -1.076 0.011 2-1 6 0.008 0.015 11.950 27.080 -9.623 0.018 0.090 0.019 0.001 0.007 5.925 15.200 -6.267 0.010 -1.100 0.010 2-1 7 0.000 0.006 11.170 -1.163 -114540 0.009 -1.707 0.007 00009 0.014 24.230 -7.316 ' -18.690 0.018 0.253 0.012 2-1 8 0.000 0.005 17.160 -32.040 -21.240 0.007 -1.486 0.003 0.008 0.012 37.970 -74.510 -40.350 00018 0.911 0.004 2-1 9 0.000 00005 230880 -80.210 -36.390 0.006 -2.765 0.000 0.008 0.010 51390 -181.400 -74.650 00017 -1.867 0.000 2-2 1 0.001 0.003 -25.750 -80.610 536350 -04003 6.181 0.002 0.004 0.001 -59.650 -181.500 127.000 -0.011 18.280 0.004 2-2 2 0.001 00003 -17.670 -26.080 300320 -0.004 7.076 0.011 0.003 0.000 -40.810 -55.250 73.470 -0.009 19.240 0.027 2-2 3 0.002 0.000 -28.950 230800 31.980 -06006 15.210 0.054 0.001 00002 -12.570 8.194 12.850 -0.003 5.666 0.022 2-2 4 0.002 -0.007 -5.911 64.720 -3.184 -0.008 -2.698 0.073 0.001 0.001 -2.727 25.930 -7.730 -0.004 -1.469 0.030 2-2 5 0.002 -0.002 3.934 77.810 -7.170 -0.006 -5.816 0.081 0.001 0.001 1.464 31.910 -3.246 -04003 -2.682 0.033 2-2 6 0.002 -0.002 14.450 64.580 -1.197 -0.004 -3.582 0.075 0.001 0.000 5.904 26.710 -0.694 -0.002 -1.674 0.031 2-2 7 0.002 -0.003 39.440 30.100 25.650 -0.005 3.625 0.057 0.002 -0.001 16.420 12.480 10.650 -0.003 1.449 0.023 2-2 8 0.002 -0.001 20.310 -220130 22.370 -0.002 30771 0.013 0.002 -0.003 480670 -52.960 536550 -0.003 9.081 0.030 2-2 9 0.002 -0.001 33.150 -75.150 876690 00000 -5.505 04003 0.002 -0.003 79.350 -179.900 209.700 -0.001 -13.170 0.007 3-1 1 0.001 -0.009 -0.577 0.662 -3.786 00016 -2.195 0.006 0.001 -0.005 -0.328 06388 -1.520 0.009 -0.834 0.004 3-1 2 06003 -0.006 -0.380 2.526 8.305 0.006 5.034 0.008 0.001 -0.003 -0.137 1.138 14292 0.003 0.745 0204 3.1 3 0.003 -0.012 0.448 5.687 10.230 0.021 6.212 0.009 0.001 -0.004 0.123 2.199 2.623 0.006 1.590 0.004 3.1 4 0.002 0.010 0.527 5.636 9.678 -0.025 6.123 0.010 0.000 0.002 0.135 2.254 2.665 -0.006 1.742 0.004 3-1 5 0.002 -0.005 0.467 5.577 8.506 0.009 5.961 0.010 0.000 -0.002 0.168 2.196 2777 06003 1.956 0.004 3-1 6 0.001 -0.017 1.048 41652 11.150 0.040 7.068 0.011 0.000 -0.007 0.405 1.876 4.163 0.015 26625 0.005 3-2 1 0.001 0.010 0.860 5.539 11.670 -0.026 7.963 0.011 00000 0.004 0324 21225 4.485 -0.009 3.086 0.005 3-2 2 0.001 -0.002 1.835 5.067 16.000 0.003 9.395 0.012 0.000 -0.001 0.731 2.080 6.360 00001 34740 0.005 3.2 3 0.001 0.016 16336 9.365 17.040 -0.044 10.590 0.013 0.000 0.007 0.539 3.871 6.950 -0.018 4:330 0.005 3-2 4 0.001 -0.008 1.435 9.648 17.470 0.023 10.460 0.014 0.000 -06003 06591 4.079 76197 0.009 4.305 0.006 3-2 5 0.001 06004 0.843 13.930 12340 -0.010 8.081 0.014 0.000 0.002 0.346 5.823 56275 -0.004 3.355 0.006 3.2 6 0.001 -0.007 0.520 - 14.000 9.892 0.027 6.503 0.015 0.000 -0.003 0.215 5.866 4.112 0.011 2.705 0.006 3-3 1 0.001 0.009 0.416 75.060 7.102 -0.023 4.713 0.015 0.000 0.004 0.172 6.316 2.954 -0.009 1.964 0.006 3-3 2 0.001 0.003 -0.104 14.290 0.641 -0.003 1.099 0.015 0.000 0.002 -0.045 6.006 0.254 -0.001 0.453 0.006 3-3 3 0.000 -0.001 -0.653 13.890 -5.897 0.009 -2.938 0.015 0.000 00000 -0.276 5.843 -2.498 0.004 -1.246 0.006 3-3 4 0.000 -0.009 -0.578 13.000 . -10.890 0.028 -7.345 0.015 0.000 -0.003 -0.245 5,4711 -4.601 0.012 -3.103 0.006 3.3 5 0.001 00007 -0.839 11.010 -16.060 -0.018 -10.860 0.014 0.000 0.003 -0.354 4.637 -6.775 -0.008 -4.583 0.006 3-3 6 0.001 0.009 -7.593 80713 -19.210 -0.024 -11.810 0.012 0.001 0.004 -0.672 3.663 -8.100 -0.010 4.979 0.005 3-4 1 0.001 -0.004 -0.984 6.072 -16.690 0.007 -11.360 00012 0.001 -06001 -0.415 20550 -7.038 0.003 -4.792 0.005 3-4 2 0.001 0.008 -1.383 4.728 -14.860 -0.026 -9.190 0.011 0.001 0.004 -0.583 1.984 -6.263 -0.011 -3.874 0.005 3.4 3 0.001 -0.006 -1.444 4.563 -13.210 0.012 -7.858 06010 04001 -0.003 -0.608 1.914 -5.563 0.005 -3.309 0.004 3.4 4 0.001 0.014 -0.892 6.953 -11.390 -0.036 -7.568 0.009 0.001 06006 -06376 2.921 -4.795 -0.015 3.185 0.004 3-4 5 0.001 -0.071 5.730 -11.800 0.024 -7.296 0.008 0.001 -0.005 -0.453 2.407 -4.963 0.010 -3.068 0.003 3.4 6 0.001 -0.009 6 4.125 -9.098 0.019 -5.979 0.007 0.001 -0.004 -0.254 1.733 -3.825 0,008 -2.513 0.003 3-5 1 0.001 -0.005 3.466 -9.610 0.010 -5.227 0.007 0.001 -0.002 -0.534 1.457 -4.039 0.004 -2.197 0.003 3.5 2 0.001 -0.012 H 4 498 -7.635 0.028 4.955 0.006 04001 -0.005 -0.248 1.891 -3.209 0.012 -2.083 04003 3-5 3 0.000 0.005 5.960 -11.770 -0.004 -7.874 0.006 0.000 0.002 -0.151 2.505 -4.946 -0.002 -3.309 0.002 3.5 4 -0.001 -0.011 7.434 -18.250 0.027 -10.350 0.004 0.000 -0.005 -0.669 3.125 -7.672 0.012 51 0.002 35 5 -0.003 -0.027 3.475 -25.300 0.048 -14.650 0.002 -0.001 -0.011 -0.163 7.461 0 0.020 158 35 6 0.000 -0.010 21 43 -4.844 -12.150 0.013 -5.009 0.000 0.000 -0.023 5.098 -11.520 -28.910 0.030 -11.920 0.000 Design Strip Forces Sg3 Vail's Front Door Spa Design Design Strip Forces Max V I.P. Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear Axial Vertical Bending (kip T orsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) tt ft) Bending ft) (inches) (Kips) (Kips) (Kips) ft) ft) Bendni tt) (inches) (Kips) 1-7 1 0.002 -0.002 -386070 -103.200 -37.640 0.000 2.079 0.004 0.004 -0.004 -904580 -245.500 -89.540 0.000 4.947 0.009 0.002 1-7 2 00002 -0.002 -25.320 -33.900 -17.490 0.000 -3.736 0.027 0.003 -0.003 -60.250 -80.660 -41.610 0.001 -8.887 0.064 06002 1-7 3 0.001 -0.001 -17.690 4224 -8.572 0.001 -3.579 0.055 0.002 -04003 -420090 10.050 -20,390 0.001 -8.515 0.131 0.001 1-7 4 0.000 -0.001 -9.519 15.690 -1004 0.000 -7.598 0.083 0.000 -0.002 -22.650 37.330 -7.147 -0.001 -3.801 0.198 0.000 1-7 5 0.000 -0.001 -7.055 29.200 -1.383 0.000 -0.698 0108 0.000 -0.002 -16.780 69.480 -3.290 -0.001 -1.660 0.257 0.000 1-7 6 0.000 -0.001 -5167 37.350 -0.408 -0.001 -0.118 0.129 -0.001 -0.001 -12.290 88.850 -0.970 -0.002 -0.279 0.306 0.000 1-7 7 0.000 0.000 -2.447 37.420 0.046 -0.001 0.197 0.144 0.000 0.000 -5.821 89.030 0.111 -06003 0.469 0.343 0.000 1-7 8 0.000 0.000 -1.4021 40.060 0.060 -0.001 0.120 0.154 06000 0.001 -3.336 95.300 06142 -0.003 0.285 0.365 0.000 1-7 9 0.000 0.000 -0.453 40.640 0.238 -0.002 -0.099 0.158 0.000 0.001 -1.078 96.690 0.566 -0.004 -0.235 0.375 0.000 2-1 1 0.010 0.006 -32.670 -109.700 34.280 0.015 7.520 0.000 04023 0.017 -58.770 -798.300 62.400 0.038 13.870 -0.001 0.024 2-1 2 0.007 0.006 -23.820 -54.490 21.880 0.010 0.131 0.001 0.019 0.016 -42.830 -986640 39.620 0.027 0.356 0.003 0.020 2-1 3 0.005 0.006 -15.240 -13.730 8.377 0.010 -0.573 0.005 0.014 0.016 -27.340 -24.790 15.080 0.025 -0.724 0.009 0.015 2-i 4 0.004 0.007 -9.058 9.818 7.443 0.009 -0.723 0.009 0.014 04017 -16.090 18.000 14.120 0.021 -0.692 0.017 0.014 2-1 5 0.003 0.007 -3.821 19.540 4.121 0.011 -1.076 0.011 0.012 06017 -6495 35.260 8.498 0.027 -0.823 0.020 0.013 2-1 6 0.009 00015 12.060 27.050 -9.461 00018 01287 00019 06000 0.006 56730 15.260 -6.537 0.010 -1.428 0.010 0.009 2-1 7 0.009 00014 244230 -7.316 -18.690 0.018 0.253 0.012 0.000 0.006 11.170 -1.163 -11.540 0.009 -1.707 0.007 0.009 2-1 8 06008 0.012 37.970 -746510 -40.350 0.018 0.911 0.004 0.000 0.005 17.160 -32.040 -21.240 0.007 -1.486 0.003 0.008 2-1 9 00008 0.070 53.390 -181.400 -74.650 0.017 .1.867 0.000 0.000 0.005 236880 -80.210 -36.390 0.006 -2.765 0.000 0.008 2-2 1 0.001 0.003 -25.750 -80.610 53.350 -0.003 64181 0.002 06004 0.001 -59.650 -181.500 127.000 -0.011 18.280 0.004 06001 2-2 2 0.001 0.003 -17.670 -26.080 30.320 -04004 7.076 0.011 0.003 0.000 -40.810 -55.250 73.470 -0.009 19.240 0.027 0.001 2-2 3 0.001 0.002 -12.570 8.194 12.850 -0.003 5.666 0.022 0.002 0.000 -28.950 23.800 31.980 -0.006 15.210 0.054 0.001 2-2 4 0.001 0.001 -2.727 25.930 -7.730 -0.004 -1.469 0.030 0.002 -0.001 -5.911 64.720 -3.184 -06008 -2.698 0.073 0.002 2-2 5 0.002 -0.002 3.934 77.810 -7.170 -0.006 -5.816 0.081 0.001 0.001 1.464 31.910 -3.246 -0.003 -2282 0.033 0.002 2-2 6 01002 -0.002 14.450 64580 -1.197 -0.004 -3.582 0.075 0.001 0.000 5.904 26.710 -0.694 -0.002 -1.674 0.031 0.002 2-2 7 04002 4.003 39440 300100 250650 -0.005 3.625 0.057 0.002 -0.001 16420 12.480 100650 -0.003 16449 0.023 0.002 2-2 8 0.002 -06003 48.670 -52.960 53.550 -0.003 9.081 0.030 06002 -0.007 20.310 -22.130 22.370 -06002 3.771 0.013 0.002 2-2 9 0.002 -0.003 79.350 -179.900 209.700 .0.001 -13.770 0.007 0.002 -0.001 33.150 -75.150 87.690 04000 -5.505 0.003 0.002 3-1 1 0.003 -0.005 -0.276 0.392 2.137 0.005 16536 0.007 0.001 -0.009 -0.577 0.662 -3.786 0.016 -2.195 0.006 0.003 3-1 2 0.001 -0.003 -0.137 1.138 1.292 0.003 0.745 0.004 0.003 -0.006 -0.380 2.526 8.305 0.006 5.034 0.008 0.001 3-1 3 00003 -0.012 0.448 5.687 10.230 0.021 6.212 0.009 0.001 -0.004 0.123 2.199 2.623 0.006 1.590 0.004 06001 3-1 4 0.002 0.010 0.527 5.636 9.678 -06025 6.723 0.010 0.000 00002 0.135 2.254 2.665 -0.006 1.742 0.004 0.002 3-1 5 0.002 -0.005 0.467 5.517 8.506 0.009 5.961 0.010 0.000 -0.002 0.168 2.196 2.777 04003 1.956 0.004 0.000 3-1 6 0.001 -0.017 1.048 4.652 11.150 0.040 7.068 0.011 04000 -0.007 0.405 1.876 44163 0.015 2.625 0.005 0.000 3-2 1 0.001 0.010 0.860 5.539 11.670 -0.026 7.963 0.011 06000 0.004 0.324 2.225 4.485 -0.009 3.086 0.005 0.001 3-2 2 0.001 -0.002 1.835 50067 16.000 0.003 9.395 0.012 0.000 -0.001 0.731 2.080 6.360 04001 3340 0.005 0.000 3-2 3 06001 0.016 1 MIS 9.365 17.040 -0.044 10.590 0.013 0.000 0.007 0.539 3.871 6.950 -0.018 40330 0.005 0.001 3-2 4 0.001 -0.008 1.435 9.648 17.470 0.023 10.460 0.014 0.000 -0.003 00591 44019 70197 00009 4.305 0.006 0.000 3-2 5 0.007 0.004 0.843 13.930 126740 -0.070 8.087 0.014 0.000 0.002 0.346 5.823 5.275 -0.004 3.355 0.006 0.007 3-2 6 0.001 -0.007 0.520 14.000 9.892 0.027 6.503 0.015 0.000 -0.003 0.215 5.866 4.112 06011 2.705 0.006 0.000 3-3 1 0.001 0.009 0.416 15.060 74102 -0.023 4.713 0.075 0.000 0.004 0.172 6.316 2.954 -0.009 1.964 0.006 0.001 3-3 2 00000 0.002 -0.045 6.006 0.254 -0.001 0.453 0.006 0.001 0.003 -0104 74.290 0.641 -0.003 1.099 0.015 0.001 3-3 3 0.000 06000 -0.276 5.843 -2.498 0.004 -1.246 0.006 04000 -0.001 -0.653 13.890 -5.897 0.009 -26938 04015 04000 3-3 4 0.000 -0.003 -0.245 5.471 -4.601 0.012 -3.103 0.006 0.000 -0.009 -0.578 .11000 -10.890 0.028 -7.345 0.015 0.000 3-3 5 0.000 0.003 -04354 4.631 -6.775 -0.008 -4.583 0.006 0.001 04007 -0.839 116010 -16.060 -0.018 -10.860 0.014 0.007 3-3 6 0.001 0.004 -0.672 3.663 .84100 7.010 -4.979 0.005 0.001 0.009 -16593 8.713 -19.210 -0.024 -11.810 0.012 0.001 3-4 1 0.001 -0.001 -0415 2.550 -7.038 0.003 -4.792 0.005 0.001 -0.004 -0.984 6.072 -16.690 0.007 .11.360 0.012 0.001 3-4 2 0.001 0.004 -0.583 1.984 -6.263 -0.011 -3.874 0.005 0.001 0.008 -1.383 44728 -14.860 -0.026 -9.190 0.011 0.001 34 3 0.001 -0.003 4608 1.914 -5.563 0.005 -3.309 0.004 0.001 -0.006 -1444 4.563 -13.210 0.012 -7.858 0.010 0.001 3-4 4 0.001 06006 -0.376 2.921 -4.795 -0.015 -3.185 0.004 0.001 0.014 -0.892 6.953 -11.390 -0.036 -7.568 0.009 0.001 3-4 5 0.001 -0.005 .407 -4.963 0.010 -3.068 00003 0.001 -0.011 -1.076 5.730 -11.800 0.024 -7.296 0.008 0.001 3-4 6 0.001 -0.004 -0+254 733 1 -3825 0.008 0.003 0.001 -0.009 -0.604 4.125 -9098 0.019 -5.979 0.007 0.001 457 0.003 0.001 -0.005 -1.271 3.466 -9.610 0.010 -5.227 0007 0001 0.001 M 891 -3.209 0.012 -2.083 0.003 0.001 -0.012 -0.590 4.498 7.635 0.028 -4.955 0006 0.07 0.000 0.002 505 -4.946 -0.002 -3.309 0.002 0 .000 0.005 -0.359 5.960 -0.004 -7.874 0.006 0.000 0.000 -0.005 125 -7.672 0.012 -4.351 0.002 -0.001 -0.011 -1.592 7.434 0.027 -10.350 0004 0.000 -0 .011 461 -1 0.630 0.020 -0.387 3.475 0.048 -14.650 0002 -0.001 0.000 -0.023 520 -28.910 0.030 -11.920 0.000 0.000 -0.070 2.143 -4.844 -12.150 0.013 -5.009 0.000 0,000 S Sdc Vail's Front Door Spa Design ID Max p Max p Max P Max P Max P Max P Max P Min P I P Mi P Senion Axial Venical Banding (kip Torsion (kip- Dphm Twist (ki - D tl ti . . n Min P Min P Min P Min P Min P Min P (Kips) (Kips) h) h) . Bendin p ft) a ec on i Shear Aal Vertical Bending (kip To rsion (kip - Dphm. Twist (kip- Deflection 1-7 1 7 7 -0.002 -38.070 -103.200 -37.640 0.000 2.079 ( nches) O OOd Kips) O OOd (Kips) (Kips) h) h) Bentlin h) (inches - 2 -0.002 -25.320 -33.900 -17.490 0.000 -3 736 . 0 027 . -0 .004 -90 .580 -265 .500 -89 .54 0 0.000 4.947 . 009 1-7 i 7 3 -0 .001 -17.690 4.224 -8.572 0.007 . -3.579 . 0 055 0.003 0 002 -0.003 0 -60.250 -80.660 -41.61 0 0.001 -8.887 0,066 - 4 -0.001 -9.579 15.690 -3.004 0.000 -7 598 . 0 083 . 0 0 - .003 -42.090 70.050 -20.39 0 0.007 -8.515 0.731 1'7 5 -0.001 -7.055 29.200 -1.383 0.000 . -0 698 . 0 708 . 00 0 0 -0.002 -22.650 37.330 -7.14 7 -0.001 -3.801 0.198 1'7 6 -0.001 -5.504 39.790 -0.434 -0.007 . -0 125 . 0 137 . 00 -0.002 -16.780 69.480 3.290 -0.001 -1.660 0.257 1-7 1 7 7 0.000 -5.707 78.020 0.097 -0.002 . 0.411 . 0 300 -0.01 0 000 -0.001 -12.090 87.390 -0.854 -0.002 -0.275 0.301 - 8 0.001 -2.923 83.520 0.124 -0.003 0 250 . 0 320 . 0.000 -3.646 55.760 0.069 -0.002 0.294 0.215 1'7 9 0.001 -1.078 96.690 0.566 04 . -0 235 . 0 375 0.000 0 0 0.00 -2.089 59.690 0.089 -0.002 0.178 0.229 2-1 i 0.017 -58.740 -798.300 62.440 0.039 . 13 890 . -0 0 . 00 0.000 -0.453 40.640 0.238 -0.002 -0.099 0.158 2-i 2 0.017 -42.810 -98.650 39.620 0.028 . 0.367 . 1 0 003 0.009 0 006 0,005 -32.720 -109.70 34.210 0,014 7.477 0.000 2-1 3 0.016 -27.320 -24.790 15.080 0.026 -0 695 . 0 009 . 0.006 -23.850 -54.470 21.860 0.009 0.113 0.01 2-1 4 0.018 -16.060 18.020 74.190 n m1 . n con . 0.000 0.006 -15.280 -73.730 8.387 0.009 -0.622 n nnc Design Strip Forces SSgS Vail's Front Door Spa Design ID Section Max M I. Sh P. Max M MaxM Max M Maz M Max M Max M Max M Min M I.P . Min M Min M Min M in M M Min M in M Mi M ear (Kips) Axial (Ki s Vertical Ki Bending Torsion (kip- I Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Tor sion (kip- Dphm. at (kip- n Deflection 3 p ) ( ps) (kip-ft) ft) Bendin k) (inches) (Kips) (Kips) (Kips) It) R) Sending R) i h -5 1 0.00 0 -0.00 1 0.77 5 -3.329 -1.914 -0.00 2 -0.969 0.000 0 00 0 -0 00 2 1 844 7 919 ( nc es) 3-6 2 0.00 1 0.00 3 -0.34 0 2.741. 2.004 0.00 0 1.735 0.001 . 0.00 . 0 0 00 . 1 -0 143 . . 7 152 -4.554 -0.00 4 -2.306 0.000 3-6 36 3 -0.00 1 -0.00 2 0.09 3 .094 -0.353 -0.00 1 -0.074 0.000 -0.00 . 2 -0.00 . 3 0 222 . -2 237 0.842 -0 840 0.00 0 00 0 0.729 4 0.000 -6 4 5 0.00 0 00 4 -0.00 1 6 0.04 3 -4.430 10.100 0.00 5 10.250 0.003 0.00 9 -0.01 . 5 0.103 . -10,540 . 24.040 - . 0 01 -0.17611 3 24 390 0.001 0 007 3-6 6 - . 0.00 0.02 1 0 00 2 0.92 7 -0 120 9 7.075 6 277 27.550 -0.02 1 18.140 0.019 0.00 0 0.00 9 0.391 2.974 9.058 . -0.00 . 9 7.626 . 0 008 4-1 7 0.00 . 2 0.00 . 0 -1 717 . -11 790 2.228 1 630 0.00 0 2.114 0.024 0.00 0 0.00 3 -0.050 2.638 0.937 0.00 0 0.888 . 0.010 4-1 2 0.00 2 0.00 . 0 -2.102 . -6 310 . 7 005 0.00 0 00 7 -1.135 2 0.038 0.00 7 0.00 7 3.250 -24.060 3.756 0.00 2 -1.336 0.076 4-1 3 0.00 5 0.00 1 -6.591 . 5.253 . 16 900 . . 0 00 2.562 6 1 618 0.038 0 0.00 6 0.00 1 -5.476 -11.920 13.690 0.00 5 5.500 0.078 4-1 4 0.00 5 0.00 1 -6.719 19.480 . -5.648 . 0.00 . 4 5 927 .082 0 089 0.001 0 001 0.00 0 -2.454 1.316 8.903 0.00 2 3.860 0.038 4-1 5 0,00 3 0.00 0 -6.014 27.610 1.081 0.00 . 1 0 205 . 0 095 . 0 000 0.00 0 -2.457 7.557 -1.870 0.00 2 3.149 0.040 4-1 6 0.00 3 0,00 0 1.850 25.010 -5.995 0.00 . 2 86 . 0 099 . 0 000 0.000 0 000 -2.322 11.230 1.184 0.001 0.556 0.042 4-1 7 0.00 3 0.000 3.364 15.310 -9.735 0.00 3 -9,519 . 0.104 . 0 000 . 0 000 0.922 7 517 10,090 -2.073 0.007 -2.907 0.043 4-1 8 0.002 0.000 2.101 1.502 -30.840 0.001 -7.087 0.708 . 0 000 . 0 000 . 0 951 6.006 0 344 -3.753 0.001 -3.857 0.045 4-1 9 0.000 0.000 -0.146 -2.800 -7.298 0.001 0.245 0.049 . 0.002 . 0 000 . -0 457 . -5 908 -12.930 -77 370 0.001 -2.898 0.046 4-2 4-2 1 2 0.000 0 0 0.000 1.290 -1.288 -17.450 0.000 -6.406 0.050 0.002 . . 0.001 . 2.969 . -2.400 . -41 120 0.002 0 002 0.481 -15 010 0.115 0 4-2 - 3 .0 0 0 001 0.000 D OD1 -1.060 -0.807 -4.640 0.000 -2.768 0.056 0.001 0.001 -2.365 -1.405 . -10.050 . 0.001 . -5 949 .118 0 123 4-2 4 . 0.001 . 0 001 -6.883 -2 344 9.429 21 550 13.630 0.000 2.093 0.132 -0.001 0.000 -2.882 3.760 5.684 0.007 . 0.874 . 0.056 4-2 5 0.000 . 0.001 . -1.366 . 36 850 -15.860 14 240 0.001 0 001 2.317 0.147 -0.007 0.000 -0.975 8.864 -6.759 0.000 0.928 0.059 4-2 6 0.000 0.001 -5.902 . 49.050 . 6.268 . 0 000 -0.268 -2 136 0.149 157 0 -0.001 0.000 -0.568 15.290 5.954 0.000 -0.148 0.063 4-2 7 0.000 0 .001 -3.844 56.010 -6.389 . 0 000 . -8 971 . 0 163 -0.001 0 0.000 -2.480 2001 .44 2.631 0.000 -0.925 0.066 4-2 8 0.000 0.001 -1.495 56.850 -20.370 . 0.000 . -16.640 . 0 167 - .001 -0 007 0.001 0 001 -1.620 23.390 -2.651 0.000 -3.772 0.069 4-2 9 0.000 0.001 0.461 57.470 .31 200 -0.001 -21690 . 0 769 . -0 001 . 0 001 -0.638 1 23.780 -8.493 0.000 -6.967 0.070 4-3 . 0.001 0.001 3.846 33.880 -11.940 -0.001 -1.346 . 0 177 . 0 000 . 0 001 0. 80 1 601 21.560 -13.010 0.000 -9.905 0.071 4-3 2 0.001 0.001 0.342 22.710 -13.240 -0.001 9.766 . 0.776 . 0.000 . 0 001 . 0 135 14.260 9 619 -4.818 5 457 -0.001 -0.431 0.072 43 3 0.002 0.001 1.241 33.220 37.680 -0.002 25.040 0.180 0.000 . 0.001 . 0 523 . 14 060 - . 15 890 -0.007 4.202 0.074 4-3 4-3 4 5 0.003 0.000 -5.200 53.990 37.550 -0.004 24.960 0.182 0.001 0.007 . -2.177 . 22,760 . 15 770 -0.001 -0 002 10.560 10 500 0.076 4-3 6 0.003 0 003 0.000 -0 001 -2.797 65.690 23.030 -0.002 18.570 0.180 0.007 0.000 -1.165 27.670 . 9.657 . -0.001 . 7 804 0.077 0 076 43 7 . 0 004 . -0 001 2.892 5 295 61.850 -12.730 -0.006 -1.609 0.171 0.002 0.000 1.226 26.040 -5.387 -0.003 . -0.695 . 0 072 4-3 8 . 0.004 . -0.003 . 7 304 45.600 11 300 -28.450 7 995 -0.002 -71.070 0.158 0.002 D.DDD 2.236 19.180 -12.000 -0.001 -4.673 . 0.066 4-3 9 0.002 -0.001 . 7.546 . -3 442 - . -9 671 -0.004 -0 002 -17.250 0.741 0.002 -0.001 3.079 4.735 -3.385 -0.002 -7.270 0.059 4-4 1 0.002 -0.001 4.103 . -5.998 . -9 617 . 0 000 -4.363 -1 378 0.052 0.004 -0.002 3.665 -8.131 -22.950 -0.003 -10.340 0.124 4-4 2 0.002 -0.001 -1.368 -0.137 . 18.880 . -0 002 . 3 357 0.050 0 046 0.004 -0.002 9.747 .74.200 -22.820 0.001 -3.250 0.119 4-0 3 0.003 -0.003 -5.630 5.182 24.43 . -0 005 . 13 7)0 . 0 102 0.004 -0.004 -3.257 -9.773 44.920 -0.003 6.001 0.110 4-4 4 0.003 -0.004 -5.068 79.200 79.550 . -0.005 . 13 610 . 0 097 0.002 0 002 -0.001 -2.366 2.155 10.270 -0.003 5.788 0.043 4-4 5 0.003 -0.004 -3.005 27.590 4.707 -0.004 . 7.783 . 0 091 . 0 002 -0.001 0 002 -2.131 8.053 8.224 -0.003 5.720 0.041 4-4 6 0.003 -0.004 4.323 25.670 -7.623 -0.004 3.294 . 0 085 . 0 002 - . -0 002 -1.264 11.580 1.983 -0.002 3.273 0.038 4-4 7 0.002 -D.DDd 5.663 15.670 -17.540 -0.004 -8.246 . 0 077 . 0 002 . -0 002 1.816 2 379 10.780 3.200 -0.002 -1.382 0.036 4-4 8 0.002 -0.004 5.427 0.831 -19.310 -0.004 -8.817 . 0.070 . 0 001 . -0 002 . 2 280 6.579 0 -7.370 -0.002 -3.464 0.033 4-4 9 0.001 -0.002 1.178 -4.720 -3.508 -0.002 -1.407 0.027 . 0.001 . -0 004 . 2 803 .346 -11 230 -8.11d -0.002 -3.701 0.029 4-5 1 0.001 -0.002 -0.452 -5.179 5.05 -0.003 3.747 0.026 0 000 . -0 004 . -1 075 . 12 320 -8.352 -D.004 -3.350 0.064 4-5 2 0.001 -0.002 -7.552 -0.832 11.320 -0.002 7.236 0.025 . 0.000 . -0 004 . -3 692 - . -7 960 12.010 -0.005 8.912 0.062 4-5 3 -0.001 -0.004 -3.822 14.430 30.160 -0.005 79.370 0.058 0.000 . -0.002 . -1 60) . 6 066 26.940 12 680 -0.005 17.220 0.059 4-5 4 5 4 -0.001 -0.004 -2.001 27.470 2d.840 -0.006 16.780 0.056 0.000 -0.002 . -0 841 . 11 550 . 10 440 -0.002 -0 002 6.141 0.024 - 4-5 5 6 000 0. 0 00 -0.004 0.183 33.470 3.759. -0.003 9.165 0.057 0.001 -0.002 . 0.077 . 14.070 . 1 580 . -0 001 6.801 3 852 0.023 0 -5 7 . 1 02 0 0 -0.004 -0 004 7.778 28.540 -3.238 -0.003 -3.755 0.041 0.001 -0.002 3.269 12.000 . -1.361 . -0.001 . -1 576 .021 0 017 4-5 6 . 0.001 . -0 001 11.970 5 577 9.135 -8 366 -9.760 0.001 -8.547 0.029 0.001 -0.002 5.033 3.840 -4.102 0.000 . -3.592 . 0.012 4-5 9 0.001 . -0.002 . 5 835 . -21 940 -2.278 7 987 0.000 -3.309 0.007 0.001 -0.003 13.270 -19.900 -5.277 -0.007 -7.874 0.01 6 4-6 1 0.000 -0.001 . -4.249 . -18.530 . -70 560 0.000 0 000 -3.001 -1 387 0.003 0.000 -0.003 13.860 -52.190 18.990 0.001 -7.739 0.0 0 6 4-6 2 0.000 -0.002 -3.943 -8.631 . 0 304 . 0 000 . 1 520 0.002 0.000 -0.003 -10.110 -44.090 -25.110 0.000 -3.299 0.004 4-6 3 -0.001 -0.003 -7.317 1.132 . 9.511 . -0 002 . 7 340 0.002 0 007 -0.001 -0.003 -9.380 -20.530 0.723 0.000 3.615 0.004 4.6 4 0.001 -0.003 -4,104 13.670 7.094 . -0.003 . 6 123 . 0 010 0.000 0 001 -0.002 0 -3.075 0.476 3.998 -0.001 3.085 0.003 4-6 5 0.002 -0.003 -0.667 18.430 0.209 -0.002 . 1427 . 0 011 . 0 001 - ,001 -0 002 -1.725 0 5.720 2.982 -0.001 2.574 0.004 4.6 6 0.003 -0.005 5.226 10.490 -73.070 -0.003 -8.205 . 0.009 . 0 002 . -0 002 - .365 2 197 7.748 4 0.088 -0.001 0.600 0.005 4-6 7 0.002 -0.003 3.033 -2.543 -7.797 0.000 -4,717 0.002 . 0.004 . -0 006 . 7 217 4. 08 6 050 -5493 -0.002 -3.449 0.004 4.6 8 0.002 -0.003 3.011 -11.990 -7.332 0.002 -3.870 0.001 0.005 . -0 007 . 7 164 - . -28 540 -18.550 -77440 -0.007 -11.220 0.005 4-6 9 0.002 -0.003 1.175 -19.850 -0.582 0.002 0.662 0.002 0.005 . -0.006 . 2.795 . -47.230 -1.385 0.004 0.005 -9.207 1574 0.003 n nns Design Strip Forces S %fo Vail's Front Door Spa Design Design Strip Forces ID Max V I. P. Max V Max V Max V Max V Max V Max V Max V Min V I P Mi Section Shear Axial Vertical Bending (kip Torsion (kip- Dphm. _ Twist (kip- Deflection . . She n V A Min V Min V in V Min V M in V Min V Max P I.P. (Kips) (Kips) (Kips) ri) N) Bendin tt) (i h ar K xial Vertical Banding (kip Torsion (kip- Dphm. Twi st ( kip - Deflection Shear 3-6 i 0.0 00 -0.00 2 1.844 -7.979 -4 554 -0 00 4 2 nc es) ( ips) (Kips) (Kips) ft) ft) Bendin N (mc (K' 3-6 2 0.0 00 0.00 1 -0.143 1 .152 , 0 842 . 0 00 0 - .306 0 729 0.000 0.000 -0.001 0 .77 5 -3.329 -1.914 -0.002 -0.96 9 0.00 0 0 000 3-6 3 6 3 -0.00 2 -0.00 3 0.222 -2.237 . -0.860 . -0.00 6 . -0.176 0.000 0 001 0.001 -0 001 0.003 0 00 -0.34 0 2.741 2.004 0.000 1.73 5 0.001 1 . 0.001 - 4 0.00 9 -0.01 5 0.103 -10.540 26.040 0.07 3 24 390 . 0 007 . 0 004 - . 2 0.09 3 -0.960 . -0.353 01 -0.07 4 0.00 -0.007 3-6 5 -0.00 1 0.02 2 0.929 7.075 21.550 -0.02 1 . 18 140 . 0 019 . 0 0 -0.006 0.04 3 -4.430 10.100 0.005 10.25 0 0.003 0.004 3.6 6 0.00 0 0.00 3 -0.050 2.638 0.937 0.00 0 . 0 888 . 0 010 . 00 0 0.009 0.39 7 2.874 9.058 -0.009 7.62 6 0.008 -0.001 4-i 4 1 1 0.00 2 0.00 0 -1.117 -71,790 1.630 0.00 1 . -1.135 . 0 038 .001 0 007 0.007 0 1 -0.12 0 6.277 2.228 0.000 2.11 4 0.024 0.001 - 2 0.00 2 0.00 0 -2.102 -6.310 7.005 0.00 2 2 562 . 0 038 . 0 00 .00 -3.25 0 -24.060 3.756 0.002 -1.33 6 0.076 0.007 4-1 4 i 3 - 0.00 1 0.00 0 -2.654 1.318 8.903 0.00 2 . 3.860 . 0 038 . 6 0 005 0.001 0 -5.67 6 -71.920 13.690 0.005 5.500 0.078 0.006 - 4 0.00 7 0.00 0 -2.457 7.551 -1.810 0.00 2 3 149 . 0 140 . 0 0 5 .001 -6.591 5.253 16.900 0.006 7.678 0.082 0.005 d-1 4 5 0.00 0 0.00 0 -2.322 11.230 1.184 0.00 1 . 0 556 . 0 042 . 0 0 003 0.001 -6.719 79.680 -5.668 0.004 5.927 0.089 0.004 -1 6 0.00 3 0.00 0 1.850 25.010 -5.995 0.00 2 . -7 486 . 0 099 . 0,00011 -6.014 27.610 1.081 0.001 0.205 0.095 0.003 4-1 4 1 7 0.00 3 0.00 0 3.364 75.310 -9.735 0.00 3 . -9.519 . 0 104 0.000 0 000 00 0Y 0 0.922 10.090 -2.073 0.001 -2.907 0.043 0.000 - 4 8 0.00 2 0.00 0 2.101 7.602 -30.860 0.00 1 -7 087 . 108 0 . 0 000 000 111111 .517 6.006 -3.753 0.001 -3.857 0.045 0.000 -1 6 9 0.00 0 0.000 -0.746 -2.800 -7.298 0.00 1 . 0.245 . 0 069 . 0 002 0.000 0.951 0.364 -12.930 0.001 -2.898 0.046 0.002 -2 1 0.00 2 0.001 2.969 -2.400 -41.120 0.00 2 -15 070 . 0 118 . 0.000 -0.457 -5.908 -17.370 0.002 0.48 1 0.115 0.002 4-2 4 2 2 -0.00 1 0.000 -0.989 -0.816 -4.378 0.00 0 . -2.61 8 . 0 053 0.000 0 001 0.000 0 1.290 -1.288 -17450 0.000 -6.406 0 .050 0.002 - 3 -0.00 1 0.000 -2.882 3.760 5.684 0.001 0 814 . 0 056 . .007 -2.407 -1.399 -10.210 0.001 -6.039 0.125 0.001 4 -2 4 2 4 -0.001 0.000 -0.975 8.864 -6.759 0.000 . 0.928 . 0 059 0.001 0 001 0.001 0 -6.883 9.429 13.630 0.000 2.093 0.732 0.001 - 5 -0.007 0.000 -0.568 15.290 5.956 0.000 -0 148 . 0 063 . 0 0 .001 -2.344 27.550 -15.860 0.001 2.317 0.141 0.001 4-2 d 6 -0.007 0.000 -2.480 20.440 2.631 0.000 . -0.925 . 0 066 . 00 0 000 0.001 -1.366 36.850 14.260 0.001 -0.268 0.149 0.000 -2 7 -0.001 0.001 -1.620 23.390 -2.651 0.000 -3 772 . 0 069 . 0.001 -5.902 49.050 6.268 0.000 -2.136 0.757 0.000 4-2 4 2 8 -0.001 0.001 -0.638 23.780 -8.493 0.000 . -6.967 . 0 070 0.000 0 000 0.001 -3.844 56.010 -6.389 0.000 -8.971 0.163 0.000 - 9 0.000 0.001 0.467 51.470 -31.200 -0.001 -23 690 . 0 769 . 0 0.001 -1 A95 56.850 -20.370 0.000 -76.640 0.167 0.000 4-3 d 3 1 0.001 0.001 3.846 33.880 -11.940 -0.001 . -1.346 . 0 171 - .001 0 000 0.001 0 0.180 21.560 -13.010 0.000 -9.905 0.071 0.000 - 4 3 2 0.001 0.001 0.342 22.710 -13.240 -0.001 9.766 . 0 176 . 0 000 .001 1.601 14.260 -4.878 -0.001 -0.431 0.072 -0.007 - 4 3 3 0.002 0.007 1.241 33.220 37.680 -0.002 25.040 . 0 18 0 . 0 000 0.001 0.135 9.619 -5.457 -0.007 4.202 0.074 0.000 - 4 6 0.001 0.007 -2.177 22.780 15.770 -0.002 10 500 . 0 077 . 0 003 0.001 0.523 14.060 15.890 -0.001 10.560 0.076 0.001 -3 4 3 5 0.001 0.000 -1.765 27.670 9.657 -0.007 . 7.804 . 0 076 . 0 003 0.000 0 -5.200 53.990 37.550 -0.004 24.960 0.182 0.002 - 4 6 0.003 -0.001 2.892 61.850 -12.730 -0.006 -1.609 . 0 771 . 0 002 .000 -2.797 65.690 23.030 -0.002 18.570 0.180 0.002 .3 4 7 0.004 -0.001 5.295 45.600 -28.450 -0.002 -71 070 . 0 158 . 0 002 0.000 1.226 26.040 -5.387 -0.003 -0.695 0.072 0.003 -3 8 0.004 -0.003 7.306 11.300 -7.995 -0.004 . -77 250 . 0 741 . 0 002 0.000 2.236 19.180 -72.000 -0.001 -4.673 0.066 0.003 63 4 4 9 0.004 -0.002 3.665 -6.131 -22.950 -0.003 . -10.340 . 0 124 . 0 002 -0.001 3.079 4.735 -3.385 -0.002 -7.270 0.059 0.002 - 4 4 1 0.004 -0.002 9.747 -14.200 -22.820 0.007 -3.250 . 0 119 . 0 002 -0.007 0 1.546 -3.442 -9.671 -0.002 -4.363 0.052 0.002 - 4 4 2 0.002 -0.001 -1.368 -4.137 18.880 -0.002 3.357 . 0 046 . 0 004 - .001 0 004 4.103 -5.998 -9.677 0.000 -1.378 0.050 0.002 - 4 4 3 0.002 -0.001 -2.366 2.155 10.270 -0.003 5 788 . 0 043 . 0 003 - . -3.257 -9.773 44.920 -0.003 8.007 0.110 0.002 - 4 4 4 0 002 . -0.001 -2.131 8.053 8.224 -0.003 . 5.720 . 0 041 . 0 003 -0.003 0 004 -5.630 5.182 24.430 -0.005 73.770 0.102 0.002 - 5 0.002 -0.002 -1.264 71.580 1.983 -0.002 3 273 . 0 038 . 0 0 - . -5.068 19.200 19.550 -0.005 13.670 0.097 0.002 4-4 4 4 6 0.003 -0.004 6.323 25.670 -7.623 -0.004 . -3.294 . 0 085 . 03 0 002 -0.004 0 -3.005 27.590 4.707 -0.004 7.783 0.091 0.002 - 7 0.002 -0.004 5.663 15.670 -77.540 -0.004 -8 246 . 0 077 . 0 002 - .002 7.816 10.780 -3.200 -0.002 -7.382 0.036 0.002 4-4 4 4 8 0.002 -0.004 5.427 0.837 -19.370 -0.004 . -8.811 . O OJO . 0 001 -0.002 0 2.379 6.579 -7.370 -0.002 3.664 0.033 0.002 - 9 0.001 -0.004 2.803 -11.230 -8.352 -0.004 -3 350 . 0 064 . 0 00 - .002 2.280 0.366 -8.714 -0.002 -3.701 0.029 0.001 4-5 4 5 1 0.001 -0.002 -0.452 -5.179 5.050 -0.003 . 3.747 . 0 026 . 1 0 000 -0.002 0 1.178 -4.720 -3.508 -0.002 -1.407 0.027 0.007 - 2 0.001 -0.002 -1.552 -0.832 11.320 -0.002 7 236 . 0 025 . 0 0 - .004 -1.075 -12.320 12.010 -0.005 8.912 .062 0 0.001 4-5 4 3 0.000 -0.002 -1.607 6.066 12.680 -0.002 . 8.747 . 0 024 . 00 -0 001 -0.004 -3.692 -1.980 26.940 -0.005 17.220 .059 0 0.007 -5 4 .000 0 -01002 -011847 71.550 10.660 -0.002 6 807 . 0 023 . 0 -0.004 -3.822 14.430 30.160 -0.005 19.370 0.058 0.000 4.5 4 5 5 0.000 -0.004 0.183 33.470 3.759 -0.003 . 9.165 . 0 051 - .001 0 001 -0.004 0 00 -2.001 27A70 24.840 -0.006 76.180 0.056 0.000 - 6 0.001 -0.004 7.778 28.540 -3.238 -0.003 -3 755 . 0 041 . 0 001 - . 2 0.077 14.07() 1.580 -0.001 3.852 0.021 0.001 4-5 d 5 7 0.002 -0.004 11.970 9.135 -9.760 0.001 . -8.547 . 0 029 . 0 001 -0.002 0 00 3.269 12.000 -1.361 -0.001 -1.578 0.01 7 0.001 - 8 0.001 -0.003 13.270 -79.900 -5.277 -0.001 -7 874 . 0 016 . 0 001 - . 2 5.033 3.840 -6.102 0.000 -3.592 0.012 0.001 4-5 9 0.000 -0.003 13.880 -52.190 18.990 0.001 . -7 139 . 0 006 . -0.001 5.577 -8.36fi -2.276 0.000 -3.309 0.007 0.001 d-6 1 0.000 -0.007 -4.249 -18.530 -10.560 0.000 . -7 387 . 0 002 0.001 0 -0.002 5.835 -21.940 7.981 0.000 -3.001 0.003 0.001 4-6 2 0.000 -0.002 -3.943 -8.631 0.306 0.000 . 1 520 . 0 002 .000 -0 001 -0.003 -70.110 -46.090 -25.110 0.000 -3.299 0.004 0.000 4-6 3 0.000 -0.002 -3.075 0.476 3.998 -0 001 . 3 085 . 0 003 . -0.003 -9.380 -20.530 0.723 0.000 3.675 0.004 0.000 4-6 4 4 0.001 -0.001 -1.725 5.720 2.982 . -0.001 . 2.574 . 0 004 -0.001 0 007 -0.003 -7.317 1.732 9.511 -0.002 7.340 0.007 0.000 -6 5 0.001 -0.002 -0.365 7.748 0.088 -0.001 O fi00 . 0 005 . 0 002 -0.003 -4.104 13.610 7.096 -0.003 6.123 0.010 0.001 4'6 6 003 0. -0.005 5.226 10.490 -73.070 -0. 003 . -8 205 . 0 009 . 0 00 -0.003 -0.867 18.430 0.209 -0.002 1.427 0.011 0.001 6.6 7 0.004 -0.006 7.277 -6.050 -18.550 -0.001 . -11 220 . 0 005 . 2 0 -0.002 2.197 4.408 -5.493 -0.002 -3.449 0.004 0.002 4-6 8 O.DOS -0.007 7.164 -26.540 -17.440 0 004 . -9 207 . 0 003 .002 -0.003 3.033 -2.543 -7.797 0.000 -4.717 0.002 0 002 4-6 9 0.005 -0.006 2.795 -47.230 -1.385 . n nns . . 0.002 -0.003 3'011 -17.980 -7.332 0.002 -3.870 0.007 . n nro u.662 0,0 oz o.ssz o.ooz o.DOz Sg} Vail's Front Door Spa Design P M Max P Max P Max P Mln P LP. Min P Min P Mln P Min P Min P Min p Min P Max P Max P Max P ax h ist (ki - T Deflection Shear Axial n (kip- Vertical Bend„g (kip Torsi' (kip- D Twisn nce son ID Section Axial Vertical Be nding (kip Torsion (kip- m. Dp p w h i (Ki s) (Kips) (Kips) ) t ) Bend'm ) e i (Ki s) (Kips) ft) tt) Bendin h) nc es) ( p 919 7 554 -4 004 -0 -2.306 0.000 6 3 1 001 -0 0.775 .3.329 -1.914 -0.002 -0.969 0.000 0.000 -0.002 1.844 . - 1 152 . 0 842 . 0.729 0.000 - 3-6 2 . 0.003 -0.340 2.741 2.004 0.000 1.735 0.001 0.000 0.001 003 0 -0.143 0 222 , 237 -2 . -0.840 tt -0.004 -0.176 0.001 3-6 3 -0.002 -0.940 -0.353 -0.001 -0.074 0.000 -0.002 . - 0 015 . 0 103 . 540 -10 24.040 0.013 24.390 0.007 3-6 4 -0.006 -4.430 10.100 0.005 021 10.250 16 140 0.003 0 019 0.009 000 0 . - 0.009 . 0.391 . 20974 9.058 -0.009 7.626 0.008 3-6 5 0.022 7.075 21.550 -0. 0 114 . 024 0 . 0 000 003 0 2.638 0937 0 0.888 0.010 0.007 6.277 2.228 0.000 2 2. -1336 . 076 0 . 0 002 . 0.000 -1. 1 0 -1135 0.038 O.D01 j -24.060 3.756 000 . 0 078 . 0 002 000 0 -2. 0.001 11.920 13.690 - 0005 6 5.500 440 6 . 0 070 . 002 0 . 0.000 -3. 0.001 5.011 13.990 000 . . 076 0 . W1 4 0.001 17.360 .5.208 0004 001 4893 035 -0 . 082 0 0.000 24.370 0.614 0. . 2 . 046 0 000 0 000 0 7.413 74.910 -2.861 0.002 -4.266 0.065 0.000 10.860 •2.282 0.001 -3.16 . . . 0.000 1588 247 6 094 0 001 -0 0.000 1.436 0.423 -19.270 0.002 -4.296 0.069 0.000 1.810 1.555 -27.040 0.001 2 . - 0 481 . 0 115 . 000 0 0.000 -0.146 -2.800 -7.298 0.001 0.245 0.049 4.1 9 0.000 -0.457 -5.908 -17.370 0.00 . 13 110 . 0 103 . 001 -0 0.000 1.934 -1.995 -26.050 0.000 -9.573 0.075 4.2 1 0.007 2.582 -1.975 -35.960 0.002 0 . - 256 -5 . 0 109 . 001 -0 00000 -1.468 -1.278 -.547 .001 0,0 -3.923 0.079 42 2 0.001 .2.120 -1.122 -8.907 0.00 . 093 2 . 0 132 . 001 .0 0.000 -2.882 3.760 5 .684 5 0 .001 0.814 0.056 4-2 3 0.001 -6.883 9.429 13.630 0.000 . 052 2 . 123 0 . 002 -0 0.000 -1.450 13.160 -10.100 0.000 1.369 0.089 q-2 4 0.001 -2.059 18.970 .13.860 0.007 0 268 0 149 0 . 001 -0 0 000 -0.568 15.290 5.954 0.000 .148 0.063 4.2 5 0.001 -1.366 36.850 14.240 0.001 000 -0. 136 .2 . 157 0 . -0 001 . 0.000 -2.480 20.440 2.631 0.000 -0.925 0.066 4.2 6 0.001 -5.902 494050 6.268 0. 6 . 63 . 0 001 007 0 1 620 - 23.390 -2.651 0.000 .772 -3 0.069 q-2 7 0.001 •3.844 56.010 -6.389 0.000 0 -8.971 640 16 0.1 0 167 - 6 001 -0 . 0.001 . -0.638 23.780 -8.493 0.000 6.967 - 0.070 4-2 8 0.007 -1.495 56.850 -200370 0.00 . - . 0 166 . 001 -0 001 0 00196 22.990 -13.890 0.000 -10.570 0.076 q.2 9 0.001 01452 50.620 -30.670 -0.001 -23.290 606 0 . 0 107 . 001 0 . 0.001 3.378 29.680 -104550 -0.001 -1.241 0.149 4-3 1 0.002 2.382 21.260 -7.125 01 . - . 0 111 . 001 0 000 0 0.303 19.870 .11.650 -0.001 8.51 4 0.754 4.3 2 0.002 0.199 14.350 -8.102 01 6.288 750 15 . 113 0 . 002 0 . 0.000 1.087 29.070 33.000 -0.007 21.930 0.158 4-3 3 0.002 0.780 20.990 230690 01 . 50 . 114 0 . 0 002 000 0 -4.561 47.270 32.910 -0.004 21.870 0.159 4-3 4 0.001 -3.242 33.980 23.500 03 1 15.6 630 11 . 113 0 . 0 002 . -0.001 -2.456 57.540 20.200 -0.002 16.280 0.157 4-3 5 0.001 -1.734 41.260 14.380 0 . 041 . 0 107 . 003 0 -0.001 2.529 54.790 -11.140 -0.005 -1402 0.150 4-3 6 0.000 1.830 38.810 -8.037 04 0.04 .1. 6 970 . 099 0 . 003 0 .0.001 44635 39.960 -24.920 -0.002 -9.689 0.138 .3 4 7 0.000 3.335 28.590 -17.890 02 . - 7 270 . 0 059 . 004 0 003 -0 7.304 11.300 -7.995 -0.004 -17.250 0.741 q.3 8 .0.001 3.079 4.735 -3.385 02 002 . - 4 363 . 0052 . 0004 . 0002 3.665 -8.131 22.950 .0.003 4-3 9 -0.001 1.546 .3.442 -9.671 . 1 378 0050 0004 0002 9.747 14200 -22.820 0.001 4-4 1 -0.001 4.703 -5.998 1 000 2 . - 3357 0 046 004 0 -0004 -3.257 -9.773 44.920 -0003 710 q 2 -0.001 .4.137 18.880 00 5 788 . 0043 . 0003 003 .0 -5.630 5.182 24.430 -0005 3 0.102 q-q 3 -0.001 -2.366 2.155 10.270 003 . 7 0 041 0 003 0 . 004 -0 -5.068 19.200 19550 -0005 3610 0.097 4 -0.001 -2.731 8.053 8.224 003 5. 2 . . 003 . 004 -0 005 -3 27.590 4.707 -0.004 7.783 0.091 4- 5 -0 264 11.580 7.983 002 3.273 1 382 0.038 0036 0. 003 0 . 0.004 . 4.323 25.60 7.623 -0.004 -3.294 0.085 4q 6 -3.200 002 . - 4 0 033 . 002 0 004 0 5.663 15670 -17.540 -0.004 -8.246 0.077 q. 7 2.379 6.579 002 -346 701 3 . 0 029 . 002 0 . 0.004 5 427 0.831 -19.310 0.004 -8.811 0.070 44 8 -0 2.280 0.346 -8.114 002 . - 407 1 . 0 027 . 0 001 . -0.004 2.803 -11 .230 . -0.004 -3.350 0.064 44 9 .0. 1.178 -0.720 -3.508 002 . - 747 3 . 0 026 . 000 0 -0.004 -1 075 -12.320 12.010 -0.005 0.912 0.062 4-5 1 -0 -0.452 5.179 5.050 003 . . 0 025 . 000 0 004 -0 -3.692 -1.980 26.940 -0.005 17.220 0.059 4-5 2 -0.002 -1.552 -0.832 11.320 -0.002 2 7.236 8 141 . 024 0 . 001 -0 . -04004 -3.822 740430 30.160 -0.005 19.370 0.058 4-5 3 -0.002 -1.607 6.066 12.680 -0.00 . 801 . 023 0 . 001 .0 -0.004 -2.001 27.470 240840 -04006 16.180 0.056 q.5 4 -0.002 -0.841 110550 10440 -0: 002 001 0 6. 3 852 . 021 0 . 0.000 .06004 0.183 33.470 3.759 -06003 9.165 0.057 4-5 5 -0.002 0.077 14.070 1.580 . - 7 . 578 -1 . 017 0 0 001 .0.004 7.778 28.540 -3.238 -0.003 -3.755 0.041 4-5 6 -0.002 3.269 120000 -1.361 -0.00 0 . 592 3 . 012 0 . 0 002 -0.004 11.970 90135 -9.760 0.001 -8.547 0.029 4-5 7 -0.002 50033 30840 -4.102 0.00 . - 309 3 . 007 0 . 0 001 -06003 13.270 -19.900 .5.277 -0.001 -7.874 0.016 4-5 8 -0.001 5.577 -8.366 4.218 0.000 0 . - 001 3 . 0 003 . 0 000 -0.003 13.880 -52.190 18.990 0.001 -7.139 0.006 4-5 9 -0.002 5.835 .21.940 7.981 0.00 . - 387 1 . 0 002 . 0000 -0.003 -10.110 -44.090 -25.110 0.000 .299 3 - 0.004 4-6 - 7 -0.001 -4.249 -18.530 -10.560 0.000 0 000 . - 1 520 . 0 002 -0.001 -04003 -9.380 -20.530 0.723 0.000 .61 5 3 0.004 4.6 2 -0.002 -3.943 -8.631 0.304 . . 085 3 6 0 003 001 -0 003 -0 -7.317 14132 9.511 70.002 7.340 0.007 4-6 3 -0.002 73.075 0.476 30998 -0.001 001 0 . 574 2 . 004 0 . 0.001 . -0.003 .46104 13.610 70094 -.003 0 6.123 0.010 4-6 4 -0.001 71.725 54720 2.982 . - . 600 0 . 005 0 0 002 -0.003 -0.867 18,430 0.209 -0.002 1.427 0.011 4.6 5 -0.002 -0.365 7.748 0.088 .0 001 002 . 449 -3 , 0 004 6 0.003 -0.005 5.226 104490 -13.070 -0.003 78.205 0.009 4-6 6 .0.002 2.197 4.408 -5.493 -0. . 7 . 0 002 004 0 -0 006 7.217 -6.050 -18.550 -0.001 -11.220 0.005 4.5 7 -0.003 3.033 -2.543 -7.797 0.000 -4.71 870 3 . 001 0 . 005 0 . -0.007 7.164 .28.540 -17440 0.00 4 -9.207 0.003 d-6 8 -0 .003 3.011 -11.990 -7.332 0.002 . - . 002 0 . 005 0 006 -0 2.795 -47.230 -1.385 0.00 5 1.574 0.006 4.6 9 -0.0 3 1.175 -19.850 -0.582 . 0.002 0.662 . . . Design Strip Forces SN Vail's Front Door Spa Design P M M Max M Max M Max M Maz M Max M Max M Min M I.P. Min M Min M Min M T ki d Min M (kip- orsi . Tw Dw"''V. (kip- be is - M . ax M I. ax l V ti Bending T orsion (kip- Dphm. Twist (kip- Deflection Shear Axial p kg ( Vertical Ben n) 6 nd n n) nches) ID Section Shear Axial ca er f ft) Bending it) ( inches) (Kips) (Kips) (Kips) 970 010 0 (Kips) (Kips) (Kips) t) (kip- 972 7 004 0 004 0 -0.007 -6.629 -53.900 29.310 0.001 18. . 2 4-7 1 00002 0.003 -2.787 -22.660 12.320 0.000 . 790 5 . 013 0 . 003 0 -0.008 -14.130 -31.130 54.670 0.005 37.580 0.03 4. 7 2 0.002 -0.004 -5.939 -13.080 22.980 0.002 003 1 . 000 20 . 027 0 . 0.005 -0.006 -11.440 -1.215 58.990 0.006 47.580 0.065 043 0 4 -7 3 0.002 -0.003 -4.807 4 -0.517 26.790 0 . . . 0 102 002 0 02 -0.0 -4.153 4.516 20.940 0.003 19.640 . q.7 4 0.003 -0.003 .887 - 10.750 49.810 0.007 004 46.720 980 38 0 137 0 . 0.001 01 -0.0 -3.897 12.920 18.200 0.002 76.380 0.058 0 069 q-7 5 0.002 -0.002 -9.272 30.750 43.300 0. . 380 . 164 0 003 0 0.001 -2.013 15.020 12.310 -0.003 13.190 . q.7 6 0.007 0.003 -4.788 35.730 29.280 -0.007 31. 4 450 . 183 0 . 000 0 0.003 0.342 19.930 .580 16 -0.007 10.280 0.077 4.7 7 0.001 0.007 -0.814 47.410 39.460 -0.016 . 2 . . 001 0 003 0 -0.61'5 17.690 3.344 -0.004 4.835 0.081 q 8 0.003 0.007 -1.463 42.080 7.955 -0.009 005 0 11.500 450 4 0.192 193 0 . 0.001 . 0.003 -0.182 17.910 0.447 -0.002 1.870 5 - 0.081 0 001 q-7 9 0.001 0.007 -0.432 42.610 1.064 . - . . 0 000 457 .0 087 0 -32.070 -127.600 loo 02 1 - -0.647 2.54 . 5.7 1 -0.244 0.050 •17.770 430 -56.070 -0.352 159 0 1.703 900 -10 . 004 0 . -0.345 . 0.183 22.500 -65.600 4.000 1 -1 -0.297 -20 200 O.OOB 027 0 5.1 2 0.185 0.703 -72.470 -36.770 -62.560 . - . . 011 0 038 - 0 0.199 -25.530 -14.820 0 1 1:1 -0.148 -31. . 5-1 3 0.027 0.111 -14.150 -8.141 -24.770 -0.077 .1 6.82G 750 30 . 035 0 . 0.019 0.068 9.234 00 14.9 .30 3 1 -0.228 -16.540 0.019 025 5.1 4 0.023 0.122 -76.620 26.930 -60.950 -0.426 . - . 046 0 010 0 052 0 -5.886 29.240 -27.090 -0.215 -14.470 0. 5-1 5 0.005 0.093 -10.530. 52.930 -50.090 -0.407 27.080 18 710 . 053 0 . 007 -0 . 0.044 -2.129 36.850 6.810 -1 -0.193 -9.465 0 .029 9 5-1 6 -0.015 0.078 -3.662 66.640 -31.550 -0.372 . - . 53 . 021 0 0 035 3.503 39.310 2.526 -0.131 -0.558 0.02 5-1 7 -0.055 0.062 6.806 71.300 3.463 30 206 0 -2.074 444 6 0.0 046 0 . -0.032 . 0.031 7.318 32.700 13.820 -0.116 4.015 0.026 019 0 5.1 B -0.072 0.056 13.760 .800 58 24.340 . - . . 034 0 040 -0 028 0 11.630 16.360 25.200 -0.108 7.672 . 5-1 9 -0.089 0.049 21.810 28.180 45.280 -0.193 5 12.910 627 9 . 010 0 . 107 -0 . 0.041 31.240 -26.070 66.720 -0.185 16.190 0.017 5.7 10 -0.046 0.023 16.420 -11.810 36.610 -0.10 . . . 0 0311 6 9 too 51 1 4 0 18 362 000 0 164 -0 . 0.080 43.820 ' 95.050 0 2.6 -0.292 14.180 0 001 5-2 1 -0.071 0.042 19 300 -47.690 9.606 -0.1 79 . . 002 . 171 -0 046 0 .970 28 -30.920 9.627 0.027 17.280 0. 0 S.p 2 -0.079 0.026 -13.880 -18.040 5.504 -0.022 9.404 0 . . . ' 1 006 0 52 ' 6 6 015 0 080 -0 03 0 3.445 10.470 13.050 0.076 8.890 . 5-2 4 -0.796 0001 6.703 30.5 0 .370 3 0.208 051 18.860 18 970 . 017 0 . -0.091 . -0.010 0.418 13.180 21.130 0.027 8.474 0.0 0 006 5-2 5 -0.232 .01 -04 2.21 6 34.970 51.590 0. . . 075 0 114 -0 025 -0 1.175 10.600 26.460 -0.028 6.605 . 5-2 6 -0.295 •0.050 3.932 26.990 64.550 -0.113 274 0 15.140 15 920 . 072 0 . -0.739 . -0.076 3.716 3.149 34.920 0.123 6.747 0.005 009 0 5.2 7 -0.359 -0.179 9.922 7.947 86.530 . . 0 . 004 0 124 0 -0.336 -12.600 -1.757 -93.000 0.852 7.917 . 5.2 8 0.047 -0.138 -5.322 -0.426 .38.280 0.352 0 227 3.23 544 2 . 0 006 . 0.042 -0.102 0.603 4.256 -6.514 0.094 1.006 0.003 001 0 5-2 g 0.115 -0.247 1.633 9.545 -15.650 . . 50 . 003 0 045 0 -0.094 3,215 1.569 -1.430 -0.183 1.343 . 5.2 10 0.130 -0.227 7.816 3.184 -3.517 -0.441 0 3.3 1 496 . 000 0 . 0.157 -0.276 15.750 .15 960 2.325 -0.684 3.685 0.000 001 0 5.2 11 0.056 -0.715 6.540 -6.463 1.046 -0.28 . . 0 000 037 -0 0.071 .38.940 -171.400 -12.470 0.037 5.760 . 6.1 1 -0.020 0.033 -21.390 -93.930 -6.567 0.028 3 3.388 1 465 . 007 0 . .0036 0.110 34.930 -94.070 14.970 -0.074 2.243 0.014 0 035 5.7 2 -0.018 0.053 -19.180 -51.390 8.570 -0.03 . . 18 032 -0 t 45 O -27.750 -24.530 -0.291 -0.089 -0.754 . 6-1 3 -0.016 0.072 -15.210 -13.720 0.152 -0.039 -0.183 960 2 0.0 058 0 . 70010 . 0.092 -71.720 13.520 -2.535 0.005 -1.477 0.031 43 6-1 4 -0.020 0.178 -21410 23.910 -4.873 -0.0113 . - . 080 0 011 -0 096 0 -8.711 33.060 -2.157 -0.001 -2.000 0.0 6.7 5 -0.023 0.188 -16.010 59.460 -4.072 -0.015 031 3.872 484 .3 . 097 0 . -0.012 . 0.100 -5.847 44.590 -0.745 -0.008 -1.819 0.052 056 0 6.1 6 -0.026 0.196 -10.900 80.560 -1.338 0. . . 0 108 023 -0 101 0 0.422 46.090 -1.748 -0.018 -0.040 . 6-1 7 -0.051 0.207 -1.465 83.470 -3.493 -0.067 0.041 244 2 . 111 0 . -0.023 . 0.108 1.695 42.140 -0.177 -0.043 1.051 0.057 55 6.1 8 -0.054 0.222 2.076 77.200 -0.515 -0.125 . . 108 0 025 .0 0.11 7 3.196 33.270 1.444 -0.075 2.041 0.0 6.1 9 -0.058 0.244 4.358 620790 2.569 0.200 301 0 4.294 5 920 . 100 0 . -0.027 0.731 4.081 21.890 2.306 0.117 2.786 0.050 043 0 6.1 10 -0.064 0.273 5.536 45.040 4.91 4 . . . 088 0 030 -0 0.149 4.487 11.470 2.175 -0.175 3.030 . 6.1 11 -0.071 0.312 6.986 29.140 6.055 -0.442 244 0 8.442 810 12 . 081 0 . 0.002 0.153 4.613 12.580 18.730 .00891 6.564 0.039 6-2 1 -0.001 0.323 8.482 32.850 37.620 . - . . 0 067 004 0 185 1 0 23 6-2 --7o-o- 12 o3 1 0.8b. 26A10 25520 674 0 1.~ 0 2 . 050 0 - 0.002 0 230 6.599 3.418 6 262 -0.263 750 0. 0.0 0 0 6-2 5-o.004 0.490 14.820 15.110 11.520 1520 . - . . 028 0 036 0 0.414 73.220 -10.030 6711 0.604 3.644 . 6.2 4 0.053 0.505 17.860 75.393 -0.899 0 495 -6.675 -5 585 . 007 0 . 0.180 0.722 28.490 -43.530 16.800 -1.209 -14.170 0.016 003 0 6-2 5 5 0.072 0.331 12.120 -21.190 7.631 . - . . 001 0 484 0 0.857 37.810 -98.960 48.520 -0.837 -22.620 . 6.2 0.191 0.387 15.980 320 20.770 -0.362 0 037 -9.561 032 8 . 001 -0 . -0.049 0.163 -57.760 -217.000 -52.770 0.061 .270 14 -0.001 012 0 7.1 1 -0.031 0.080 -37.750 -119.000 -28.600 . . . 006 0 021 -0 0.7 29 -46.790 -104.700 -13.590 0.052 13.900 . 7-1 2 -0.015 0.060 -25.700 -57.360 -7.118 0.027 7 7.849 9 381 . 018 0 . -0.008 0.700 -35.750 -19.160 8.794 0.057 16.660 0.034 029 0 7.1 3 -0.008 0.044 -19.610 -10.520 5.147 0.02 . . 056 0 002 -0 0.039 -14.250 22.490 11.520 0.030 10.460 . 7.1 4 0.004 0.093 -26.000 41.380 20.470 0.068 8 18.640 19 380 . 073 0 . 0.004 0.041 -9323 43.820 14.280 0.043 10.840 0.039 044 0 7-1 5 0.017 0.099 -170030 80.800 25.650 0.09 . 7 . 083 0 022 0 0.047 -4.004 55.550 17.660 0.078 10.910 . 7.1 6 0.054 0.112 -7266 103.100 20.970 0.169 19. 10 910 15 . 081 0 . 02 0 7 0.056 4.883 55.430 13.730 0.074 8.506 0.043 7-1 7 0.065 0.132 9.124 104.500 26.280 0.15 . 5 . 070 0 . 03 0 6 0.060 10.110 44.760 13.220 0.106 7.270 0.037 7-1 8 0.085 0.142 19.000 85.810 27.200 0.22 0 32 9 74.270 770 7 12 . 050 0 . 0.04 5 0.062 16.080 21.15 0 13.260 0.148 6.061 0.027 7.1 9 0.107 0.148 31 .280 42.010 32.650 . . . 1 7 1 lo 6 0 16 145 1 0 65.970 -160.10 10 0 50. 0.593 6.159 0.004 - 1 6 0.068 0 059 _ 31.490 -78.730 17.320 0 25 9 2.586 0.002 . . Design Strip Forces slItO Vail's Front Door Spa Design Design Strip Forces Max V I.P. Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) R) ft) Bending ft) (inches) (Kips) (Kips) (Kips) ft) fl) Bending ft) (inches) (Kips) 4-7 1 0.002 -0.003 -2.787 -22.660 12.320 0.000 7.972 00004 00004 -0.007 -6.629 -53.900 29.310 0.001 18.970 0.010 0.002 4-7 2 0.002 -0.004 -50939 -13.080 22.980 0.002 15.790 0.013 0.003 -06008 -14.130 -31.130 54.670 0.005 37.580 0.032 0.002 4.7 3 06002 -0.003 -4.807 -0.511 24.790 0.003 20.000 0.027 0.005 -0.006 -11.440 -1.215 58.990 0.006 47.580 0.065 0.002 4-7 4 0.002 -0.002 -4.153 4.518 20.940 0.003 19.640 0.043 0.003 -0.003 -9.881 10.750 49.810 0.007 46.720 0.102 0.002 4-7 5 0.001 -00001 -1897 12.920 18.200 0.002 16.380 0.058 0.002 -0.002 -9172 30.750 430300 0.004 38.980 0.137 0.001 4-7 6 0.003 0.001 -2.013 15.020 12.310 -0.003 13190 0.069 0.007 0.003 -4.788 35.730 29.280 -0.007 314380 00164 0.007 4-7 7 0.000 0.003 -0.342 19.930 16.580 -0.007 10 280 0.077 0.001 0.007 -0.814 47.410 39.440 -0.016 24.450 0183 0.001 4-7 8 0.001 0.003 -0.615 17.690 3.344 -0.004 4.835 0.081 0.003 0.007 -1.463 42.080 7.955 -0.009 11.500 0.192 0.003 4-7 9 0.001 0.003 -00182 170910 0.447 -0.002 1.870 0.081 0.001 0.007 -0.432 42.610 1.064 -0.005 4.450 0.193 0.001 5-1 4 -0.245 0.050 -17.770 -70.460 -56.150 -0.354 1.642 0.000 -0.450 0.087 32.070 -127.500 -102.000 -0.646 2.581 0.001 -0.450 5-1 2 -0.186 0.103 -12.460 -36200 -62.660 -0.160 -10.970 0.004 -0.344 0.184 .22.500 -650580 -113.900 -0.297 -20.330 0.008 -0.344 5-1 3 0.026 0.111 -14.140 -8.152 -24.880 -0.078 -16.910 0.011 0.039 0.200 -25.530 -14.810 -45.670 -0.148 -31.140 0.021 0.039 5-1 4 0.018 0.068 -9.226 14.900 .33.250 -0.230 -16.640 0.019 0.024 0.122 .16.630 26.930 -60.870 -0.425 -30.690 0.035 0.024 5-1 5 00008 00052 -5.874 29.250 -27.220 -0.217 -14.580 0.025 0.006 0.094 -10.540 52.920 -50.020 -0.406 -27.020 0.046 0.006 5-1 6 -0.002 00043 -2.108 366060 -16.940 -0.196 -9.580 0.029 -0.014 0.078 -3.675 66.640 -31.470 -0.370 -18.050 0.053 -0.014 5-1 7 -0.055 0.062 6.806 71.300 3.463 -0.230 -2.074 0.053 -0.021 0.035 3.503 39.310 2.526 -0.131 -0.558 0.029 -0.054 5-1 8 -0.073 00056 13.810 58.770 24.280 -0.206 6.368 0.046 -0.030 0.031 7.235 32.750 13.920 -0.117 4.143 0.026 -0.072 5-1 9 .0.090 0.049 21.890 28.050 45.250 -0.193 12.830 0.034 -0.038 0.028 11.510 16.580 25.250 -0.109 7.746 0.019 -0.089 5.1 10 -0.107 0.041 31.240 -26.070 66.720 -0.185 16.190 00017 -0.046 00023 16.420 -11.810 36.610 -0.105 9.627 0.010 -0.105 5-1 11 -0.123 0.031 41.850 -109.900 90.160 -0.176 18.550 0.003 -0.053 0.018 21.980 -55.600 48.510 -0.100 10.730 0.002 -0.121 5.2 - 1 .0.071 06042 -19.300 -47.690 9.606 -0.179 8.362 1000 -0.164 0.080 43120 -950050 12.610 -0.292 14.180 00001 -0.164 5.2 2 -0.075 0.024 -13270 -18.300 5.555 -0.031 96361 0.002 -0.174 0.046 -296330 -30.760 9.597 0.027 17.300 0.005 -0.174 5.2 3 -0.077 00010 -7.958 0.747 7.776 0.042 9.754 0.004 -0.182 0.020 -17.090 10.520 17.070 0.165 19.460 0.011 -0182 5-2 4 -0.080 -0.003 -30445 10.410 13.050 0.076 8.890 0.006 -0,196 -0.001 -6,703 30.510 31.310 0.208 18.860 0.015 -0.173 5-2 5 .0.232 -0.014 2.216 34.970 51.590 0.051 18.970 0.017 -0.091 .0.010 0.418 13.180 21.130 0.027 8.474 0.006 -0.099 5.2 6 -0.295 -0.050 30932 260990 64.550 -0.113 154140 0.015 -0.114 -0.025 1.175 100600 26.460 -0.028 6.605 0.006 -0.114 5-2 7 -0.359 -0.179 9.922 7.947 06.530 0.274 15.920 0.012 -0.139 -0.076 3.716 3.149 34.920 06123 6.747 06005 -0.139 5-2 8 0.047 -0.138 -5.322 -06426 -38.280 0.352 30230 0.004 04124 -0.336 -12.600 -1.751 .91000 0.052 7.917 0.009 0.047 5-2 9 0.115 .0.247 1.633 9.545 -15.650 0.227 2.544 0.006 0.042 -0.102 0.603 4.256 -6.514 0.094 1.006 0.003 0.042 5-2 10 0.130 -0.227 7.816 36184 -3.517 -0.441 3.350 0.003 0.045 -0.094 3.215 1.568 -1.430 -0.183 1.343 0.001 0.045 5-2 11 0.157 -0.276 15.750 -15.960 2.325 -0.684 3.685 0.000 0.056 -0.115 6.540 -6.463 1.046 -0180 1.496 04000 0.056 6-1 1 -0.020 0.033 -216390 -934930 -6.567 0.028 3.388 0.000 -0.037 06071 -38.940 -171.400 -12.410 0.037 50760 0.001 -0.037 6-1 2 -0.018 00053 -19180 -51.390 84570 -00033 1.465 0.007 -0.036 0110 -34.930 -94.070 14.970 -0.074 2.243 0.014 -0.036 6-1 3 -0.016 0.072 -15.210 -13120 0.152 -0.039 -0.183 0.018 -0.032 0.145 .27.750 -24.530 -0.291 -0.089 -0.754 0.035 -0.032 6-1 4 -0.009 0.090 -11.690 13.600 -2.490 0.006 -1.431 0.031 -0.020 0.179 -21.430 239860 -4.901 -0.004 -2.988 0.058 -0.020 6-1 5 -0.011 0.094 -8.669 33.100 -2.129 0.001 -1.959 0.042 -0.023 0.189 -16.040 59.430 -4.089 -0.016 -3.897 0.080 -0.023 6-1 6 -0.012 0.097 -5.788 44.590 -0.746 -0.005 -1.789 0.051 -0.026 0.197 -10.930 809580 -1.337 -09033 -3.502 0.097 -0.026 6-1 7 -0.023 0.101 -0.422 46.090 -1.748 -0.018 -0.040 0.056 -0.051 0.207 -1.465 830470 -3.493 -0.067 0.041 0108 .0.051 6-1 8 -0.035 0.165 2.750 65.440 -0.253 -06061 1.595 0.088 -0.047 0.188 14444 63.220 -0.469 -0.114 1.918 0.092 -0,054 6-1 9 -0.037 0.179 5.134 51.450 2.251 -0.109 3.106 0.085 -0.026 0.121 3.034 330570 10439 -0.082 2.110 0.056 -0.058 6-1 10 -0.040 0.199 6.559 33.420 36498 --0.172 4.233 0.077 -0.029 0.135 3.870 22.520 2.395 -0.127 2.887 0.051 -0.064 6-1 11 -0.044 0.226 7.108 16.880 3.141 10.258 4.604 0.066 -0.032 0.154 4.358 12.430 20418 -0.189 3.141 0.044 -0.071 6-2 1 -0.001 0.323 8.482 32.850 374620 -0.244 124810 0.081 04002 0.153 4.613 12.580 18.730 -0.089 6.564 0.039 -0.001 6-2 2 -0.012 0.391 100850 25.410 25.520 -0.381 7.044 0.067 -06004 0.185 5222 8.172 12.980 -0.140 4.013 06032 -0.012 6-2 3 0.004 0.490 14.820 15.110 11.520 -0.674 -0243 0.050 0.002 0.230 6.599 3.418 6.262 -0.263 0.750 0.023 0.004 6-2 4 0.060 0.589 20.500 -7.696 8.297 -1.016 -7.527 0.033 0.024 0.273 8.833 -6.191 4.347 -0.408 -2.556 0901 0.060 6-2 5 0180 0.722 28.490 -43.530 16.800 -1.209 -14.170 0.016 0.072 0.331 12.120 -21 A90 7.631 -04495 -50585 0.007 0.180 6-2 6 0.484 0.857 37.810 -98.960 48.520 -0.837 -22.620 0.003 0.191 . 0.387 15.980 -44.320 20.770 -0.362 -9.561 06001 0.484 7-1 1 -0.031 04080 -31350 -119.000 -28.600 0.037 8.032 -0.001 -0.049 0.163 -57.760 -2176000 -52.710 00061 14.270 -0.001 -0.049 7-1 2 -0.015 0.060 -25.700 -57.360 -7.118 0.027 7.849 0.006 -0.021 0.129 -46.790 -104.700 -13.590 00052 13.900 0.012 -04021 7-1 3 -0.008 0.044 -19.610 -10.520 5.147 0.027 9.381 0.018 -0.008 0.100 -35.750 -19.160 89794 0.057 16.660 0.034 -0.008 7-1 4 -0.002 0.039 .14.250 22.490 11.520 0.030 109460 0.029 06004 0.093 -26.000 41.380 20.470 0.068 18.640 0.056 0.004 7-1 5 0.004 0.041 -9.323 43.820 14.280 0.043 10.840 0.039 0.017 04099 -17.030 80.800 254650 0.098 196380 0.073 0.017 7-1 6 09022 0.047 -4.004 559550 11.660 0.078 10.910 0.044 0.054 0.112 -7.266 103.100 200970 0.169 19.710 0.083 0.054 7-1 7 0.065 0.132 9.124 1040500 26.280 0.155 15.910 0.081 0.027 0.056 4.803 55A30 13.730 0.074 8.508 0.043 0.065 7-1 8 0.085 0.142 19.000 85.810 27.200 0.229 14.270 0.070 0.036 0.060 10.110 44.760 13.220 0.106 76270 0.037 0.085 7-i 9 0.107 0.148 31.280 42.010 32.650 0.327 12.770 0.050 0.045 0.062 16.080 21.150 13.260 0.148 6.061 0.02 0.107 7-1 10 0.133 0.150 47.120 -36.230 38.450 0.450 11.720 0.026 0.056 0.062 23.170 -184580 130780 0.200 5.187 0.014 0.133 7-1 11 0.161 0.145 65.970 -160.100 50.710 • 0.593 6.159 0.004 0.068 06059 31.490 -78.730 17.320 0.259 2.586 0.002 0.161 540 Vail's Front Door Spa Design Max P Max P Max P Max P M ax p Max P Max P Min P I.P. Min P Mln P Min P Min P Min P Min P Min P ID Section Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear l Axis Vert cal Bending (kip Torsion (kip- Dphm. Twist (kip Deflection (Kips) (Kips) ft) ft) Sending it) (inches) (Kips) (Kips) (Kips) 1t) 1t) Bending ft) (inches) 77 1 -0.003 -2.787 -22.660 12.320 0.000 7.972 0.004 0.004 -0.007 -6.629 -53.900 294310 0.001 0 005 18.970 0.010 580 0 032 37 4-7 2 -04004 -5.939 -13.080 22.980 0.002 15.790 0.013 0.003 -0.008 -14.130 31.130 54.670 . . . 4-7 3 -0.003 -4.807 -0.511 24.790 0.003 20.000 0.027 00005 .0.006 -11.440 -1.215 58.990 0.006 47.580 0.065 0 0 102 7 4-7 4 -0.002 -4.153 4.518 20.940 0.003 19.640 0.043 00003 -0.003 -9.881 10.750 49.810 0.007 . 46. 2 4-7 5 -0 001 897 12.920 -3 18.200 0.002 16.380 00058 00002 -0.002 -90272 30.750 43.300 0.004 38.980 0.137 4-7 . 6 0 003 . -4.788 35.730 29.280 -0.007 31.380 0.164 0.003 0.001 -2.013 15.020 12.310 -0.003 13.190 0.069 4-7 . 7 0 007 -0.814 47.410 39.440 -0.016 24.450 0.183 0.000 0.003 -0.342 19.930 16.580 -0.007 10.280 0.077 4-7 . 8 0 007 -1.463 42.080 7.955 -0.009 11.500 0.192 0.001 0.003 -0.615 17.690 3.344 -0.004 4.835 0.081 4-7 . 007 9 0 -0.432 42.610 1.064 -0.005 4.450 0.193 0.001 0.003 -0.182 17.910 0.447 -0.002 1.870 0.081 5-1 . 1 0.087 -32.070 -127.500 -102.000 -0.646 2.581 0.007 -0.245 0.050 -17.770 -70.460 756.150 -0.354 7.642 0.000 5-1 2 0.184 -22.500 -65.580 -113.900 O .33 0008 -0.186 0103 12460 -62.660 -0.160 .10.970 0.004 5-1 3 0.200 -25.530 -14.810 -45.670 -31 A40 0.021 0.026 0711 14.140 -8.152 5-1 4 0.122 -16.630 26.930 -60.870 -30.690 0.035 0.018 0.068 -9.226 14.900 -33.250 -0.230 -16.640 0.019 025 0 5-1 5 0.094 -10.540 52.920 -50.020 -27.020 0.046 0.008 0.052 -5.874 29.250 47.220 -0.217 . -14.580 S-1 6 0.078 -3.675 66.640 -31.470 18.050 0043 -2108 36860 -16.940 196 -9.580 0.029 029 0680 0 5-1 7 0.062 6.773 71.290 3.538 M -2.001 0.053 0.023 0.034 3.557 39.340 2.400 -0130 . - 5-1 8 0 056 73.760 58.800 24.340 6.444 0.046 0.032 0.031 7.318 32.700 13.820 -0.116 4.015 0.026 5-1 . 9 0 049 2.810 28.180 45.280 12910 0.034 -0.040 0.028 11.630 16.360 25.200 108 761 5-1 . 10 0.041 31.130 -25.740 66690 16.270 0.017 -0.048 0.023 16.600 -12.350 36.670 04 480.010 0 002 5-1 11 0 032 41.710 -109.300 111 18.610 0.003 -0.056 0018 -56.680 48.800 . 10.640 54 . 1 0.080 -43.120 -95.050 12.610 .2 14.180 0.001 -04071 0.042 -19.300 -47.690 9.606 -0.179 8.362 0.000 1 0 002 5-2 2 0.046 0 -30.760 9.597 0.027 17.300 09005 -0.075 0.024 -13.270 - -18.300 50555 -0.031 . 9.36 5-2 3 0.020 0 70.520 17.070 0.165 19460 0010 7.958 0.747 7.776 0.042 9.754 0.004 008 51 0 5-2 4 0.000 7 27.840 27 27.490 0.187 16.090 0.014 -0.118 -0.005 -5.305 14.860 19.420 0.111 . 13. 0 5-2 5 -0 010 5 14.450 22.66 0.028 8.892 0.007 -0.134 -0.017 0.484 19.220 31.330 0.042 12.760 0.009 5-2 . 6 -0 025 5 10.600 26.460 -0.295 -0.050 3.932 26.990 64.550 •0.113 15.140 0.015 5-2 . 076 7 -0 6 3.149 34.920 0.123 6.747 0.005 -0.359 -0.179 9.922 7.947 86.530 0.274 15.920 0.012 . 8 0138 E 2 -0.426 -38.280 0.352 3.230 0.004 0.124 -0.336 -12.600 -1.751 -93.000 0852 7.917 0.009 5-2 9 -0.102 3 4.256 -6.514 0.003 0.115 -0.247 1 9.545 -15.650 0.227 2.544 0.006 0 003 5-2 10 -0.094 5 1.569 0.001 0.130 -0.227 7.816 3.184 7 -0.447 . . 5-2 11 -0.115 0 -6 463 1.046 0.000 0.157 -0.276 15.750 -15.960 2.325 -0.684 3.685 0.000 388 0 000 3 6-1 1 0.071 0 -171.400 -12.410 0.037 5.760 0.001 -0.020 0.033 41.390 -93.930 -6.67 0.028 . . 6-1 2 0.110 0 -94.070 14.970 •0.074 2.243 0.014 -0.018 0053 -19180 -51.390 8.570 -0.033 1.465 0.007 6-1 045 0 -24.530 -0.291 -0.089 -04754 0.035 -0.016 0.072 -15.210 0 120 0.152 -1 3. -0.039 -0.183 0.018 6-1 4 0.179 -21.430 23.860 -4.901 -0.004 -2.988 0.058 -0.009 0.090 .11.690 13.600 -24490 0.006 -1.431 0.031 042 959 0 6.1 5 0.189 -16.040 59.430 -4.089 -0.016 -3.897 0.080 -0.011 0.094 -8.669 33.100 -2.129 0.001 . -1. 6-1 6 0.197 -10.930 80.580 -1.337 -0.033 -3.502 0.097 -0.012 0.097 -5.788 44.590 -0.746 -0.005 .1.789 0.051 056 40 0 6-1 7 0.207 -1.465 83.670 -3.493 -0.067 0.041 0.108 -0.023 0.101 -1.748 46 .090 -0.018 . -0.0 6-1 8 0 222 2.076 77.200 -0.515 -0.125 2.244 0.111 -0.023 0.106 1 .695 -0.177 42 .140 -0.043 1.051 0.057 6-1 . 9 0.244 4.358 62.790 2.569 -0.200 4.294 0.108 -0.025 0.117 3.196 33.270 1.444 075 -0. 2.041 0.055 6-1 Om2 73 5.536 -45.040 4.941 -0.301 5.920 0.100 -0.027 0.131 4.081 21.890 2306 -0117 2.786 0050 0 043 61 6.986 29.740 6.055 --0.442 6.442 0.088 -0.030 0.749 4.487 11.470 2.175 -0.175 . 3030 62 3 8.482 32.850 37.620 -244 12810 081 0.002 0.153 4.613 12.580 18. -0.089 6.564 0.039 013 0 032 4 62 = 10.850 25.410 25.520 -0.381 7.044 0.067 -0.004 0.185 5.222 .171.9 -0. . . 6-2 14.820 .15.110 11.520 0674 -0243 0.050 0.002 0.230 6.599 3.416.262 0.750 0.023 015 556 0 2 6-2 20.500 -7.696 8.297 -1.016 -7.527 0.033 0.024 04273 6.833 -6.191 4.347 -0.408 . . - 6-2 5 06722 28.490 -43.530 16.800 -1.209 -14.170 0.016 0.072 0.331 12.120 -21.190 7.631 -0.495 -5.585 0.007 6-2 857 6 0 37.810 -98.960 48.520 -0.837 -224620 04003 00191 0.387 15.980 -44.320 20.770 -0.362 -94561 0.001 7-1 . i 0.163 -57.760 -217.000 -52.710 0.061 14270 -0.001 -0.031 0.080 -31.750 -119.000 -28.600 0.037 84032 -0.001 4 0 006 7-1 2 0 129 -46.790 -104.700 -13.590 0.052 13.900 0.012 -0.015 00060 -25 700 -57.360 -7.118 0.027 . 7.8 9 7-1 . 3 0.100 -35.750 •19.160 8.794 0.057 16,660 0.034 -0.008 0.044 -19.6 -104520 S.147 0.027 9.381 0.018 7-1 093 4 0 -26.000 41.380 20.470 0.068 18.640 0.056 -0.002 0.039 5 -14.250 22,490 11.520 0.030 10460 0.029 7-1 . 5 0.099 1 1 -77.030 80.800 25.650 0.098 19.380 0.073 0.004 0.041 -9.323 43.820 14.280 06043 10.840 0.039 7.1 112 6 0 -7.266 103.100 20.970 0.169 19.710 0.083 0.022 00047 -4.004 550550 11.660 0.078 10.910 0.044 7-1 . 7 0 132 124 104.500 9 26.280 0.155 15.910 0.081 0.027 0.056 4.883 55.430 13.730 0.074 8.508 0.043 7.1 . 1 8 0.142 . 19.000 85.810 27.200 0.229 14.270 0.070 0.036 0.060 10.110 44.760 13.220 0.106 7.270 0.037 0 027 7-1 9 0.148 31.280 42.010 32.650 0.327 12.770 0.050 0.045 0.062 16.080 21.150 13.260 0.148 . 6.061 7.1 10 0 150 47.120 -36.230 450 38 0.450 11.720 0.026 0.056 0.062 23.170 -18.580 13.780 0.200 5.187 0.014 7-1 4 11 0.145 65.970 -760.100 .710 50 0.593 6.159 0.004 0.068 0.059 31490 -78.730 174320 0.259 2.586 0.002 Design Strip Forces sal Vail's Front Door Spa Design M M Max M Max M Max M Max M Max M Min M I.P. Min M Min M Min M Min M Min M Min M Min M M ax M I.P. Max M - T di B - orsion (ki Dphm Twist (kip- Dallection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection ID I Section Shear Axial Vertical en ng p . i h (inches) (Kips) (Kips) (Kips) ft) ft) Banding h) (inches) (Kips) (Kips) (Kips) (kip-tt) It) ng Bend ) 193 -45 460 53 000 0.024 41.150 0.746 8-7 1 -0.012 0.008 -1.136 .24.300 0.007 22.400 0.080 -0.011 0.025 -2. . 060 29 0 320 45 0 112 37.720 0.140 8-1 2 -0.020 0.023 -2.952 -15.300 4A69 0.054 20.450 0.076 .0.025 7 0.052 -5.534 . - 4 566 . 120 23 . 089 0 15.490 0.074 8-1 3 -0.014 0.052 -8.301 7.553 0.137 23.870 0.115 0.007 0.035 0 033 -54395 -1 350 . 17 900 . 15.440 . 0.060 7.667 0.073 8-1 4 0.014 0.066 -2.739 31.310 0.114 14.240 0.137 0.002 . . 0 213 . 24 690 9 .776 0 .040 4.221 0.072 8-1 5 0.026 0.058 -0.026 43.690 1 00083 7.841 01135 0.009 0.029 . 043 2 . 710 24 5 725 .070 0 8-1 6 0.035 0.049 3.706 43.990 0.070 1.952 0.133 0.013 0.024 . 2 650 . 01 17 . 733 -8 0.026 0067 g-1 7 0.044 0.041 3.678 29.900 0.057 -4.972 0.130 0.017 0.020 . . . -020 -12.270 8 0.024 0.014 5.341 3.215 -9771 0.095 0 045 009 0 650 13 .35.660 -49.630 -0020 33.770 0.128 7-1 9 0.016 0.005 6.942 -16190 -0.072 -14.980 0.060 6 0 042 . 000 0 . 10 130 -68.230 -94.040 -0.019 -43.310 0.135 8-1 10 0.015 0.001 4.994 -31.520 .40.730 -0.012 -19.010 0.061 . 0 037 . 008 70 . 4 280 -88 830 -713.100 -0.018 -43.210 06149 8-1 11 3 0.01 -0.003 2.236 -40.890 -48.780 -0.012 -18.870 0.065 . 0 016 . 7o 013 . 026 -6 . -51620 2465 -0.018 12.170 0.156 8-2 1 0.006 .0.004 -2.282 .254570 0.888 -0.010 5.047 0.068 . 0 009 . -0 016 . 090 -14 -17 850 39.900 -0.031 18.330 0.175 g-2 2 0.004 -0.006 -6.361 -10.190 18.070 .0.015 86219 0.080 . 0 3 005 0 . 010 -6 . 001 8 18.990 -0.014 9.464 0.085 8-2 3 0.006 .0.017 -14.300 24.930 45.690 .0.029 22.960 0202 . 0. 0 . - 006 0 . 520 -5 . 610 24 18.600 .0.013 10.320 0.095 8-2 4 0.005 -0.017 -124990 63.560 446950 -06028 24.970 0.226 0.003 . - 006 . 879 -3 . 970 36 190050 -0.012 10210 0.104 8-2 5 06004 -0.017 -9.021 92.080 45.940 -0.027 24.660 0.248 0.003 004 0 -0. 006 0 . 910 -1 . 43 660 18.330 -0.012 9.205 0.111 8-2 6 0.004 -0.017 -4.307 107.200 44.120 -0.026 22.190 0.265 . 004 0 - . 0 007 . 104 0 . 44 350 76.510 -0.012 7.216 0.116 8.2 7 0.005 -0.017 0.505 108.000 39.690 -0.026 17.370 01277 . 0 005 . - 0 007 . 1 860 . 39 530 13.020 70.012 4.071 0.119 8-2 8 0.007 -0.018 44682 956750 31.260 .0.026 9.803 01284 . . - 008 0 . 616 0 . 490 28 -12.770 -0.016 -0.333 0.119 8-2 9 0.008 -0.018 1.684 686750 -30.450 -0.032 -0.773 06286 0.005 - . 0 006 0 363 0 . 27 510 -27.550 -0.015 -10.900 0.120 83 1 0.010 -0.016 1.051 664180 -65.820 -0.031 .26010 0.286 0.006 . - 0 007 . 1 208 0 23 020 -38.150 -0.016 -18.480 0.720 83 2 0.012 -0.018 3.034 55.070 .91.230 -0.032 -44210 0.286 0.007 . - 009 0 . 1 158 . 78 380 160 -0.017 -21.170 0.119 8-3 3 0.013 .0.019 2.882 43.700 -96.120 -00035 .50.710 0.285 0.008 0 009 . - 009 -0 . 253 1 . 14.300 36.230 -0.016 -18.700 06118 B-3 4 0.014 .0.020 3.082 33.750 -86.790 -0.033 -44.880 0.282 279 0 . 0 008 . -0 010 . 1 063 10.290 -23.540 -0.015 -11.720 0.117 8-3 5 06014 -0.021 24601 24.020 .566580 -0.030 .28.250 . 0276 . 0 008 . -0 010 . 0 519 7.927 -4.407 -0.013 -7.555 0.116 8-3 6 04014 -0.022 1.282 18.330 -10.950 -0.027 -4.028 840 28 0 275 . 007 0 . 012 -0 . 0.639 10.000 25.600 -0.014 126220 0.115 8.4 1 0.012 -0.024 1.546 23.220 60.650 81 160 -0.029 018 -0 . 470 48 . 0 270 . 0.006 . -04011 -0.783 14.870 34.190 -0.009 20.440 0.114 8-4 2 0.011 -0.023 -1.862 34.870 . 090 84 . -0 016 . 200 52 . 0.264 0.005 -0.011 -0.124 19.410 350370 .0.008 21.970 0.111 8-4 3 0.009 -0.022 -0.311 45.830 . 290 16 . -0 013 . 15 150 0.254 00004 -0.010 -0.738 23.040 6.833 •0.007 6.368 0 .107 8-4 4 0.007 -0.020 -0.347 54.600 . 770 22 . -0 001 0 -7 203 0.238 0.004 -0.009 0.030 26.420 -9.596 0.000 -3.040 0.100 8-4 5 0.007 -0.019 0.055 62.710 . - 830 64 . 001 -0 . -35 920 0.214 0.003 -0.009 2.216 26.870 -27.290 -00001 -15.120 0.090 8-4 6 0.006 -0.018 5.257 63.860 . - 4 490 . 002 .0 . 180 -39 183 0 0.003 -0.008 4.744 12.180 -27.150 -0.007 -16.490 0.077 8_4 7 0.004 -0.017 11.280 28.970 . -6 564 1 . 0 000 . 150 -10 . 0.064 0.001 -0.018 12.820 49.200 -3.658 -0.001 -24.700 0.153 8-4 8 0.007 -0.009 5.392 -12.290 . - 5 637 . 0000 . 401 -4 0.055 0.002 -0.018 2.150 -58.070 -13.370 -0.001 -70.440 0.131 8-4 9 0.001 -0.008 0.905 -24.430 0 . - 040 25 000 0 . -7 043 0.054 04005 -0.018 2.507 -57.830 -59.530 0.001 -16.730 0.128 8-5 1 0.003 -0.008 1.055 -24.33 460 5 . - 640 -3 . -0 002 . -4 547 0.052 0.001 -0.020 -8.624 -36.750 -8.650 -0.004 -10.800 0.124 6.5 2 0.007 -0.009 -3.625 -1 . 444 4 099 -1 . -0 003 . 244 -2 0.053 -0.001 -0.021 -10.150 -3.397 -2.615 -0.008 -5.333 00125 8-5 3 06000 .0.009 4.267 .1. . 2056 . 013 .0 . 311 .1 0.729 -0.001 -0.010 -3.689 11.500 0.867 -0.005 -0.551 .04 0 5 B-5 4 -0.003 -0.022 -8.773 27.400 70 -9 315 . 015 -0 . 636 3 0.133 -0.001 -0.010 -2.851 19.310 -3.910 -0.007 1.530 0.056 8-5 5 -0.005 -0.023 -6.780 45.9 0 . 815 8 . 013 -0 . 5 068 0.135 -0.003 -0.010 0.851 70.500 3.710 -0.006 2.133 0.057 8-5 6 -0.009 -0.021 2.028 44.02 0 . 9 422 . 016 -0 . 789 5 00135 -0.003 -0.009 1.857 12.190 3.965 -0.007 20436 0.057 8.5 7 -0.010 .04020 4A21 28499 . 924 8 . -0 017 . 779 5 0.133 -0.003 -0.001 7.905 3.504 3.755 0 -0.07 20432 00056 8-5 8 -0.009 -0.018 4.535 8.334 . 120 . 007 0 . 2 175 . 0 056 -0.006 -0.076 1.978 -6.140 7.418 -0.017 5.170 0.133 8-5 9 -00002 -0.007 0.789 -2.578 3. 941 2 . - 005 -0 0 100 2 0 04056 .04003 -0.015 -2092 . .6.976 6.994 .0.011 4.993 0.133 8-6- 1 0.000 -0.007 aslilo -2.930 . 683 7 . -0 013 . 364 4 0.135 06001 -0.007 - -1.955 2.139 3.230 -0.006 1.835 0.057 8-6 2 0.001 -0.015 -4.650 5.082 . 375 8 . 015 -0 . 3 805 06138 0.002 -0.007 -1.903 9.849 3.520 -0.006 1.600 0.051 T6 3 0.004 -0.015 4.527 23.420 . 171 9 6 016 -0 . 183 3 141 0 0.003 -0.007 =0.928 15.980 3.855 -0.007 1.338 0.059 8.6 4 0.006 -0.016 -2.209 38.010 . 9 780 . 015 .0 . 081 2 . 0 143 0.003 -0.007 0.556 170900 4 .11 0 0.00 0.875 0.060 8-6 5 0.006 -0.016 1.323 42.570 . 853 9 . -0 013 . -0 006 . 0.144 0.003 -0.007 2.146 14.530 41 4 1 . 5 . -0 -0.003 0.061 S-6 6 0.005 -0.016 5.706 34.560 . 8 983 . -0 009 . 581 -3 0.145 0.002 -0.007 36432 6.117 3.776 -0.003 .1.505 0.061 g-6 7 0.004 -0.015 8.164 14.550 . 11040 . -0 004 . 935 .3 0.062 0.001 -0.012 4.599 -18.250 -37.030 -0.010 -90361 0.146 8-6 8 0.001 -0.005 1.933 -7.670 . 170 21 . -0 002 . -7 777 0.064 -0.001 -0.010 1.113 -41.640 -50.370 -0.006 -18.500 0.152 8-6 9 0.000 -0.005 0.468 -77.500 . - 8 363 . 001 0 . 716 620 0.065 .0.001 -0.009 3.519 -47.510 -19.90 0 04002 -39.540 0.156 g_7 1 0.000 -0.004 1479 -19.970 . - 21 610 . 001 0 . -20 480 00072 -0.003 -0.006 -3.248 -39.160 -51.410 0.001 -41 .730 0.171 8-7 2 -0.001 -0.003 -1.365 -166460 0 675 . - -100 900 . 000 0 . -53.740 0.192 -0.001 -0.002 -4.257 0.284 -42.420 0.000 -22.590 0.011 8-7 3 -0.004 -0.004 -10.730 52 . 460 19 . 240 -73 . 009 0 -54.860 0.217 -0.002 -0.001 -2.964 8.180 790 0.004 -23.060 0.091 g_7 4 -0.005 -0.001 -7.0 639 . 34 690 . 768 820 . 0 006 -50.030 0.243 -0.002 0.000 -2.370 14.580 -28.930 0.003 -21.030 0.102 8-7 5 .0005 0.000 .5. 4 851 . 44 130 . 000 -57 . 0 004 -40.720 0.269 -0.002 0000000 -2.039 78.550 -23.960 0.002 -17.120 .713 0 8-7 6 -0.004 0.001 . . . 54 240 4 320 -19 . 0 008 715.950 0.291 -0.001 00000 -2.228 22.800 -8.120 0.003 -6.706 0.122 8-7 7 -0.003 0.001 -5.301 . 0 9 . 710 120 . 0 006 480 -6 0.307 -0.001 0.000 -1.706 28.120 -4.252 0.002 -2.72d 0.129 g-7 8 -0.002 0.001 -4.059 66. 1 . 0 0 003 . 921 0 319 0 0 000 0.000 -1.603 29.910 2.082 0.001 0.387 0.134 8_7 9 -0.001 0.001 -3.813 71 .160 4.953 . . . . Design Stnp Forces SIL Vail's Front Door Spa Design Design Strip Forces Max V I P Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID . . Section Shear Atrial Vertical Bending (kip Torsion (kip- I Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) ft) ft) Bendin ft) (inches) (Kips) (Kips) (Kips) ft) ttj Bending ft) (inches) (Kips) e-1 1 -0 012 0 008 -1.136 -24.300 28.750 0.007 22.400 0.080 -0.011 0.025 -2.193 -45.460 53.000 0.024 41.150 0.146 -0.011 8.1 . 2 -0 020 . 0 023 952 -2 -15.300 24.460 0.054 20.450 0.076 -0.025 0.052 -5.534 -29.060 450320 04112 37.720 0.140 -0.025 8 1 . 3 -0 008 . 034 0 . -5 359 4 742 22.970 0.089 15.400 0.074 -0.001 0.071 -9.999 70027 426850 0.164 28.630 0.138 -0.001 - 8-1 . 4 0 000 . 0 032 . -1.303 . 18.070 15.290 0.059 7.606 0.073 0.015 0.066 -2.767 31.210 28.930 0.115 14.280 0.137 0.015 8-1 . 5 0.009 7 0.043 0.497 38.790 14.890 0.058 6.480 0.110 0.026 00050 -0.196 35.230 15.400 0.072 60485 0.113 00027 036 0 8-1 6 0.016 00036 3.415 38.700 8.701 0.042 1.825 0.106 0.013 0.024 2.043 24.710 5.725 0.031 1.144 0.070 . 8-1 7 0 022 0 029 4.570 26.800 -12.700 0.036 -3.312 0.101 0.041 0.035 2.526 24.030 -15.590 0.051 -4.382 0.110 0.045 8-1 . 024 8 0 . 014 0 5.341 3.215 -14.900 -0.019 -9.711 0.095 0.019 0.010 3.166 1.598 -10.410 -0.012 -6.733 0.064 0.046 8 1 . 045 9 0 . 009 0 13 650 -35.660 -49.630 -0.020 -33.770 0.128 0.016 0.005 6.842 -16.790 -27.560 -0.012 -74.980 0.060 0.044 - 8-1 . 10 0 042 . 0.000 . 10.130 -680230 -94.040 -0.018 -43.310 0.135 0.015 0.001 4.994 -31.520 -40.730 -0.012 -19.010 0.061 0.022 8-1 . 11 0.037 -0.008 4.280 -88.830 -113.100 -0.018 -43.210 0.148 0.013 -0.003 2.236 -40.890 -48.780 -0.012 -18.870 0.065 0.013 0 006 8-2 006 1 0 -0.004 -2.282 -25.570 0.888 -0.010 5.047 0.068 00016 .0.013 -6.026 -53.620 2.465 -0.018 12.170 0.156 . 8-2 . 2 0.004 -0.005 -5.951 -10.270 16.930 -0.014 7.670 0.076 04009 -0.016 414 -17.800 40.590 1 930 45 690 24 -0.031 029 -0 18.660 960 22 0.177 0 202 0.004 0.003 8-2 3 0.003 -0.005 -6.010 8.001 18.990 -0.014 9.464 0.085 0.006 -0.017 . . . . . 226 003 0 8-2 4 0.003 -0.006 -5.520 24.610 18.600 -0.013 10.320 0.095 0.005 -0.017 63.560 44.950 -0.028 24.970 06 4 . 003 0 B-2 5 0.003 -0.006 -3.879 36.970 19.050 -0.012 10.210 00104 0.004 -0.017 92.080 45.940 -0.027 24.660 0.2 8 . B-2 6 0 004 -0.006 -1.910 43.660 18.330 -0.012 90205 0.111 0.004 -0.017 1 107.200 44.120 -0.026 22.190 0.265 0.004 B-2 . 7 0 005 017 -0 0.505 108.000 39.680 -0.026 17.370 0.277 0.004 -0.007 44.350 16.510 -0.072 7.216 0.116 0.004 8-2 . 007 8 0 . 018 -0 44682 95.750 31.260 -0.026 9.803 0.284 0.005 -0.007 39.530 13.020 -0.072 6.071 0.118 0.005 8-2 . 008 9 0 . -0.018 1.684 68.750 -304450 -0.032 -0.773 0.286 0.005 -0.008 280490 -12.770 -0.016 -0.333 04119 00005 8.3 . 1 0 010 -0 016 1.051 66.180 -65.820 -0.031 -26.010 0.286 0.006 -0.006 27.510 -27.550 -0.015 -10.900 04120 0.006 8-3 . 2 0 012 . 018 -0 3.034 55.070 -91.230 -0.032 -44.210 0.286 0.607 -0.007 10208 23.020 -38.150 -0.016 -18.480 0.120 0.007 8 3 . 3 0 013 . 019 -0 2 882 - 43.700 -96.120 -0.035 -506710 0.285 0.008 -0.009 1.158 180380 -40.160 -0.011 -21.170 0.119 0.008 - . 014 4 0 . 020 -0 . 082 3 750 33 -86.790 -0.033 -44.880 0.282 0.008 -0.009 1.253 14.300 -36,230 -0.016 -18.700 0.118 0.008 8-3 3 . 014 5 0 . 021 -0 . 601 2 . 020 24 .56.580 -04030 -28.250 0.279 0.008 -0.010 1.063 10.280 -23.540 -0.015 -11.720 0.117 0.008 8- 8-3 . 014 6 0 . -0.022 . 7.282 . 180330 -10.950 -0.027 -4.028 0.276 0.008 -0.010 0.519 7.927 -4.407 -0.013 -1.555 0.116 0.008 8-4 . 1 0 012 -0.024 1.546 23.220 60.650 -0.029 28.840 0.275 0.007 -0.012 0.639 10.000 25.600 -0.014 12.220 0.115 0.007 8.4 . 2 0 006 -0 011 -0.783 14.870 34.190 -0.009 20A40 0.114 09011 -0.023 -1.862 34.670 81.160 -0.018 48.470 0.270 0.006 8.4 . 3 0 005 . -0.011 -0.726 19.410 35.370 -0.008 21.970 0.111 09009 -09022 -0.311 45.830 84.090 -0.016 52.200 0.264 0.005 8-6 6 4 0.004 -0.010 -0.738 23.040 6.833 -0.007 6,368 0.107 0.007 -0.020 -0.347 54.600 16.290 -0.013 15.150 4 0.254 0 100 0.004 0 004 8-4 5 04007 -0.019 0.055 624710 -22.770 -0.001 -7.203 0.238 0.004 -0.009 0.030 26.420 -9.596 0.000 -3.0 0 . . 8-4 006 6 0 018 -0 5.257 63.860 -64.830 -0.001 -35.920 0.214 0.003 -0.009 2.216 26.870 -27.290 -0.001 -75.120 0.090 0.003 q . 7 0 004 . -0 017 11 280 28.970 -64.490 -0.002 -39.180 0.183 0.003 -06008 4.744 12.180 -27.150 -0.001 -16.490 0.077 0.003 8- 8-4 9 8 0.001 . -0.018 . 12.820 -29.200 -3.658 -0.001 -24.100 0.153 00001 -0.009 5.392 -12.290 -1.564 09000 -10.150 0.064 5 0.001 0 001 8-4 9 0 002 -0.018 2.150 -58.070 -13.370 -04001 -10.440 0.131 0.001 -0.008 0.905 -249430 -5.637 0.000 -4.401 0.05 . 8-5 . 005 1 0 -0.018 2.507 -57.830 -59.530 0.001 -16.730 0.728 0.003 -0.008 1.055 -24.330 -25.040 0.000 7 -7.043 04054 0.003 8.5 . 001 2 0 -0.009 -3.625 -15.460 -3.640 -0.002 -4.547 0.052 0.001 -0.020 -8.624 -36.750 78.650 0.004 -10.800 0.124 04001 8-5 . 3 0.000 -0.009 -6.267 -1.444 -1.099 -0.003 -2.244 0.053 -0.001 -10.150 -3.397 -2.615 -0.008 -5.333 7 371 0.125 129 0 0.000 001 -0 8-5 4 -0.001 -0.010 -3.689 11.500 0.867 -0.005 -0.551 1122 04054 -0.009 -89773 27.400 20056 -0.013 . - . . 8-5 5 -0.007 -0.010 -2.851 19.310 -3.910 -0.007 1.530 0.056 -0.005 -6.780 45.970 -9.315 -04015 39636 133 0.133 057 0 -0.001 003 -0 8-5 6 -0.009 -0.021 2.028 44.020 8.815 -0.013 5.068 0.135 -0.003 0.851 18.500 3.710 -0.006 2. . . 8-5 7 -0.010 4.421 28.990 9,422 -0.016 5.789 B 0.135 -0.003 1.857 12.190 3965 2.436 4 2 0.057 0 056 -0.003 003 -0 8.5 8 -0.009 4.535 8.334 8.924 -0.017 5.779 0.133 -0.003 7.905 3.504 3.755 -0.007 2. 3 . . 8.5 9 -0 006 1.878 -6.140 7.418 -0.077 5.170 0.133 -0.002 0.789 -2.573.120 -0.007 2.175 0.056 -0.002 8-6 . 1 0 000 -2.930 2.941 -0.005 2.1.00 0.056 -0003 -2.092 -6.976 6.994 -0.011 4.993 33 0.000 8-6 . 2 0.001 -1.955 2.139 3.230 -0.006 1.835 0.057 0.001 -4.650 5.082 7.683 -0.013 4.364 015 0.001 8-6 3 0 002 1 -1.903 9.849 3.520 -0.006 1.600 0.058 0.004 -4.527 23.420 8.375 -0.015 3.805 0.138 0.002 B-6 . 4 0.003 -0.928 154980 3.855 -0.007 1.338 0.059 0.006 -0.016 -2.209 38.010 9.171 -0.016 3.183 0.141 060 0.003 003 0 8-6 006 5 0 1.323 426570 9.780 -0.015 2.081 0.143 0.003 -06007 0.556 17.900 4.110 -0.006 0.875 0. 4 8-6 . 6 0.005 5106 34.560 9.853 -0.013 -0.006 0.144 0.003 -0.007 2.146 14.530 4.141 -0.005 -0.003 0.061 0 061 0.003 0 002 8-6 7 0.004 8.164 14.550 8.983 -0009 -3.581 0.145 0 002 -0.007 3.432 6.117 3.776 -0.003 -1.505 . . B-6 001 8 0 2 012 0 4.599 -18.250 -31.030 -0.010 -9.361 0.146 0.001 -0.005 1.933 -7.670 -13.040 -0.004 -3.935 0.062 0.001 8-6 . 9 -0.001 . . -0.010 1.113 -41.640 -50.370 -0.006 -18.500 0.152 0.000 -0.005 04468 -17.500 -21.770 -0.002 0 001 -7.777 620 16 0.064 006S 0.000 000 0 B-7 1 -0.001 -06009 34518 -47.510 -190900 0.002 .39.540 0.156 0.000 -0.004 1.479 -19.970 -8.363 . - . . 8-7 2 -0 001 -0.003 -1.365 -76460 -21.610 0.001 -20.480 0.072 -09003 -0.006 248 248 -39.160 -51.410 -1 0001 -48.730 0.171 8 7 . 001 3 .0 .0 002 -4.257 0.284 -42.420 0.000 .22.590 0.0-0.004 130 0.675 -100.900 0.000 -53.740 - 8-7 . 4 -0.002 . -0.001 -2.964 8.180 -30790 0.004 -23.060 0.091 -0.005 052 19.460 -73.240 0.009 -54.860 8 5 -0.002 0.000 -2.370 14.580 -28.930 0.003 -21.030 0.102 -0.005 . U 0 639 .6 0.006 -50.030 B-7 6 -0.002 0.000 -2.039 18.550 -23.960 0.002 -17.720 0.113 -0004 5700 851 44.130 0.00 -40.720 8-7 7 -0 001 0 000 -2.228 22.800 -8.120 0.003 -0.003 .301 54.240 -79.320 0.008 -15.950 7 8 . 8 -0 001 . 0 000 -1 706 28.120 -4.252 -0002 12 .059 6610 -100 0006 -6480 - 8-7 . 9 0000 . 0.000 . -1.603 29.910 2.082 -0.001 .813 71.160 4.953 0.003 0.921 0.318 -0.001 sa3 Spa Design Vail's Front Door Design Strip Forces s iq Vail's Front Door Spa Design Max M Max M Max M Min M I.P. Min M Min M Min M Min M Min m min m - 'y' M ax M I.P. Max M Max M Max M Max M f D tion l Shear Axial Vertical Bending (kip T (kip- orsi (kip- be B d n. Twi „ ) ID Section Shear Axial Vertical Bending T orsion (kip. Dphm. T e vrist (kip- ec s) (Ki s) (Ki fl) it) ) nches (Kies) (Kips) (Kips) (kip-it) ft) Bendin 0 000 ft) (inches) 008 926 0 -4 (Kips) 0.069 p 0.004 p 44.120 -108.000 -17.860 0.006 930 0.014 g.i 1 0.027 0.000 18.640 -49.700 -5.608 . . 4 004 0 0 071 009 0 47.410 -738.600 -6.497 0.047 560 0.007 g.1 2 0.028 0.002 20.010 .62.590 -0.855 0.016 008 0 -5.614 902 -0 . 0.002 . 0.066 . -0.010 60.510 -182.500 -22.780 -0.072 3.398 0.003 -7 g 3 0.025 -0.006 25.270 -80.840 .6.999 . - . 0 937 001 0 068 0 -0.006 67.150 -230.600 0.487 0.020 -4.439 0.001 9.i 4 0.026 -0.005 28.100 -700.900 2.777 0 002~0, . - 2316 . 003 . 047 -0.038 40600 47 0050 7858 0008 9-2 1 0.017 -0.017 -34.860 -703.300 18.850 14 0022 026 -0.050 .60.290 67450 21800 0.054 g.p 2 0.009 -0.022 -25.450 -30.280 10.250 1.0 0.005 022 4.190 1 10.670 027 0.784 0.045 9-2 3 0.017 -0.051 -40.390 37.810 23.140 629 0 155 0 0 003 -0.022 38.510 2.359 028 0.064 9.2 4 0.004 -0052 -20.540 94.620 4.236 J . - .1 796 . 185 0 . 004 0.022 40 54.020 134 027 -0406 0.076 g.2 5 0.006 -0.051 -10930 130800 1648 . . 0005 0022 -0.027 60 60.1 294 029 292 0.087 g 4 6 0.007 -0.051 0.214 144.800 -6320 608 -8 181 0 0.011 .0.025 7.356 53.630 -5.507 -0.034 -3473 0.075 9.p 7 0.015 -0.054 17.770 728.600 -13.530 . 20 . 011 0 0 0 25 - 12430 34.430 -9.694 0.029 .108 -5 0.061 g p 8 0017 .0.054 29.840 82.370 068 0 -12.4 640 -14 . 0.012 . -0.028 23.730 30986 -29.080 . -0.033 -6.090 0.041 g -2 9 0.019 -00058 56.750 90335 -69.500 . - . 4 549 0 016 -0056 . 4.440 -134.100 -92.000 .068 -0 -10.930 0.045 g.2 10 0.009 -0.026 35.350 -56.040 -38.510 -0.033 0 026 . - 947 1 . 0.012 -0.055 112.100 -380.100 -156.000 -0.057 4.584 0.006 9.2 11 00007 -00026 46.960 -159.100 -65.330 . - . 188 J 004 -0 053 4 -119.400 -380.200 147.100 -0.037 7.651 0.007 - g 3 1 -0.001 -0.025 -50.730 -159.300 61.660 -0.016 3. 10 210 . -0.009 _ 004 -85.780 770.940 77.380 -0.026 24.390 0.077 9-3 2 -0.003 -0.022 -36.000 -29.500 32.430 -0.010 0 470 26 005 -0 -0.016 -18.630 27.320 17.850 -0.001 11.090 0.062 g .3 3 -0.012 -0.033 -44.390 64.510 42.580 -0.004 014 0 . 610 20 -0204 . -0.005 -0.011 -7.711 55.810 11.140 0.007 8.637 0.086 g3 4 -0.012 -0.022 -18.400 1320400 26.580 . . 14 270 004 -0 -0.008 -2.630 66.640 6.477 0.002 5.980 0.096 g.5 5 -0.009 -0.017 -6.300 158.400 15.490 0.004 019 . 10 390 210 0 . -0.003 -0.005 5.408 59.780 4.343 0.009 4.356 O.OBB g3 6 -0.007 -0.009 12.830 142.100 10.360 0. . 4 167 . 157 0 001 .0 -0.003 15.610 35.110 -0.899 0.013 1.745 0.066 9-3 7 -0.003 -0.004 37.110 83.530 -2.119 0.030 015 0 . 847 -0 . 034 0 . 102 -0.001 73070 -38.200 -18.130 0.035 -2.007 0.081 g3 B 0.001 -0.001 30.730 .16.090 -7.630 . . 7 781 . 004 0 -0.001 97.270 -305.800 -20.150 0.044 -4.232 0.009 g3 9 0.002 -0.001 40.900 -128.600 -8.477 0.019 015 . - -3 200 . 0000 .270.400 23.770 0.036 -7.601 0.000 9.q 0.001 -37.590 -113.700 9.g93 0. . 4 958 003 0 0.002 -63.520 -3.000 0.058 -11.790 0.007 9-4 2 0.006 0.000 -26.710 -47.640 -1.261 0.025 0 031 . - 404 -7 . 0 009 0 0.000 -40.960 -24.310 0.073 7.610 0.022 g3 3 0.007 0.000 -77.220 -5.155 -10.220 . . 190 . 035 0 -0.001 -10.360 17.650 -11 0039 8408 0.075 g.4 4 0.077 -0.002 -24.630 42.030 -28.800 0.092 117 -20. 950 -2 . 041 0 -0.004 2.210 -16 0049 10.070 0.077 g.q 5 0.022 -0.008 -7475 60.OtQ -19.480 0. . . 037 0 5.465 17.340 0.023 -8.239 0.016 g.q . 6 0.016 -0.029 13.070 41.260 0.057 01 0 -19.600 -17 910 . 027 0 -0.022 9.118 1.567 -6.029 -0.006 -5.010 0.011 9 4 7 0.004 0.0 21.700 3.726 . - . . 006 0 001 -0 -0.080 30.860 -48.800 15.720 -0.147 -2.815 0.013 g-q 8 0.000 -0.034 12.970 -20.510 6.603 3 -0.062 0 095 -1.186 0 697 . 001 0 . 0.009 -0.100 46.590 -133.100 19.500 -0.228 1.665 0.002 g-q 9 0.004 -0.042 19.580 -55.950 8.19 . - . 279 3 . 0 001 031 -0 .0.127 -48.930 -134.500 -28.100 -0.380 -7.795 0.003 g.5 1 -0.012 -0.054 -20.570 -56.540 -11.810 -0.160 0 092 . - -2 065 . 007 0 . 0.004 .093 -0 -33.110 -47.690 -26.460 -0.219 -4.909 0.017 g- 5 2 0.002 -0.040 -13.910 -20.040 -11.120 . - . . 033 0 0 010 -0 049 -10.290 1.541 0.473 -0.135 0.458 0.014 9.5 3 0.023 -0.115 -240490 1660 7.126 -0.322 112 0 1.091 252 8 . 046 0 . -0.010 . -0.031 -7.242 18.840 9.932 -0.047 3.468 0.020 g.5 4 -0.025 -0.072 .17.230 44.830 23.630 . - . 130 10 . 0 053 015 -0 -0.015 -3.273 28.290 11.440 0.006 4.258 0.022 9-5 5 -0.037 -0.035 77.788 67.310 27.220 0.013 0 109 . 5 769 . 050 0 . -0.015 -0.002 4.844 28.080 3.842 0.046 2.425 0.021 9.5 6 -0.037 -0.003 11.520 66.800 9.139 . . 16 . 039 0 014 -0 0.002 71.770 17.980 6.707 0.040 0.007 0.016 9-5 7 -0.033 0.006 28.010 42.780 15.960 0.095 33 0.0 294 -2 . 009 0 . -0.030 0.012 43.570 -19.720 15.330 0.079 -5.458 0.021 g-5 8 • -0.012 0.005 18.310 -8.290 6.442 0.0 . 87 . 002 0 026 -0 00017 60 490 -127.200 13.140 0.064 -7.821 0.004 g.5 9 -0.011 0.007 25.430 -53.460 5.525 0.027 032 -3.2 154 -8 . 000 0 . -0.022 00020 -42.390 -1206400 -28.440 0.075 -19.400 06001 g-6 1 -0.009 0.008 -17.820 -50.590 -11.950 0. . 0 5 . 001 0 019 -0 023 0 32.060 -65.530 -55.290 0.063 -20.440 0.003 9-6 2 -0.008 0.010 -13.480 -27.540 -23.240 0.027 020 0 -8. 9 369 -8 . 0 003 . -0.018 . 0.022 -259640 -23.690 -24.800 0.048 -194910 0.007 9.6 3 . -0.007 0.009 -10.780 59 -10.420 . 0 309 9 . 004 0 014 -0 0.022 -10.470 -0.683 .330 - .048 .1 50 - 00 0. 9-6 4 -0.006 0.009 -4.403 87 -6.865 0.020 045 0 . - 2 . 0 011 . -0.004 0.009 1.698 4.539 -1 .987 -1 .0019 1 0 -9 .281 -9 .00 4 4 0 4 9-6 5 -0.011 0.021 4.040 00 -4.728 . . 010 0 004 -0 0.009 5.623 0.110 900 -70. 0.013 -8.396 0.00 g-5 6 -0.008 0.021 13.380 61 -25.930 0.031 12 . 003 0 . -0.006 0.020 280870 -15.950 -1 1.980 0.027 -20.730 0008 . 9.6 7 -0.002 0.008 12.140 06 -5.034 0.0 . 0 002 -0 005 018 0 .330 36 .840 -49 31 520 .026 0 90 20 .5 - 0.004 9-6 8 -0.002 0.008 15.270 50 13.250 0.011 007 0 . 0 000 . -0.003 .01. 8 0 .260 46 12.1 00 -1 8.213 .017 0 4 .830 -1 0.001 g.5 9 -0.002 0.007 19.440 10 47 34452 . 1 . 001 0 001 .0 0.025 -53.930 -108.500 0 0.002 g.7 1 0.000 0.011 -22.670 1 90 -111.600 0.002 004 0 . 002 0 . 0.000 4 -42830 -83.720 -189.200 009 0.004 g-7 2 0.000 0.010 -10.000 90 .79.510 . . 002 0 000 0 -42650 64.240 0.007 -19.220 0.006 g-7 3 0.000 0.010 -17.930 00 -79.980 0.003 001 0 . 0003 . 0.000 -32.940 -45.400 -173.100 0.003 -12.320 0.008 9.7 4 0.000 0.010 80 .740 . 0 004 000 0 30.240 .200 0.001 -12.730 0.010 g.7 5 0.000 0.010 10 -73.230 0000 0002 5000 . 0 005 . 0.000 1 .870 13.600 0.006 -11.890 0.012 g-7 6 0.000 0.010 089 . 0006 000 0 -27.770 0.015 360 0.014 9-7 7 0.000 0.010 469 006 01 3774 -11 080 016 0 . 0.000 -1 295 -40.290 0.005 -4.659 g.7 8 . 0000 0025 -27.720 936 0 . 4 5 . 018 0 000 0 5.458 5.067 21.120 0.007 -4.003 0.008 g.7 9 0001 0025 990 050 50.240 0 0.018 014 0 9. 2 670 -9 . 0.020 . 0.001 0, 0 -4.270 8.023 -9.219 0.005 -4.065 0.009 g.7 10 0.007 0.025 160 19.090 -21.93 . . 0022 0 00 00 0 0 8 -3.178 8.890 -11.610 0.005 -3.861 0.009 9-7 71 0.001 0.020 -7.561 21.150 -279630 0.072 -9.185 . . Design Strip Forces 5 95 Vail's Front Door Spa Design Design Strip Forces Max V I.P. Max V Max V Max V Max V Max V V Max Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear I Axial Vertical Bending (kip Torsion (kip- Dphm. Twist ( kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip. Deflection Shear (Kips) (Kips) (Kips) ti) ft) Bending n) (inches) (Kips) (Kips) (Kips) ft) it) Bending ft) (inches) (Kips) 9-1 1 0.069 0.004 44.120 -108.000 -17.860 0.006 -12.930 0.014 01027 0.000 18.640 -49.700 -5.608 0.000 4.926 00008 0.061 9-1 2 0.071 00009 47,410 -138.600 -6.497 0.047 -14.560 0.007 0.028 0.002 20.010 -62.590 -0.855 0.016 -5.614 0.004 0.071 9-1 3 0.066 -0.010 60.510 -182.500 -22.780 -0.012 -4.398 0.003 0.025 -0.006 25.270 -80.840 -6.999 -0.008 -0.902 0.002 0.028 9.1 4 0.068 -0.006 67.150 -230.600 0.487 0.020 -4.439 0.001 0.026 -0.005 28.100 -100.900 2777 0.005 -0.937 0.001 0.061 9.2 1 0.017 -0.017 -34.860 -103.300 18.850 -0.023 -2.316 0.003 0.047 -0.038 -82.820 -240.600 41.910 -0.050 -7.858 0.008 0.017 9.2 2 0.009 -0.022 -25.450 -30.280 10.250 -0.023 1.014 0.022 0.026 -0.050 -60.290 -67.450 21.800 -0.048 0.179 0.054 0.009 9-2 3 0.005 -0.022 -17.090 14.190 10.670 -0.027 0.784 0.045 0.017 -0.051 -40.390 37.810 23.140 -O.OS7 00113 0.709 0.005 9-2 4 0.003 -0.022 -8.760 380510 2.359 -0.028 0.188 0.064 0.004 -0.052 -20.540 94.620 4.236 -0.060 -0.629 0.155 0.003 9.2 5 0.004 -0.022 -4.720 54.020 1.134 -0.027 -0.406 0.076 0.006 -0.051 -10.930 130.800 1.648 -09060 -1.796 0.185 0.004 9-2 6 0.005 -0.044 00241 127.200 -5.704 -0.055 -5.233 0.171 09008 -0.033 -0.072 89.470 -3.321 -0.043 -3.196 00120 0.005 9-2 7 0.015 -0.054 17.770 128.600 -13.530 -0.071 -8.608 0.181 0.017 -0.025 7.356 51630 -5.507 -0.034 -3.473 0.075 0.011 9.2 8 0.017 -0.054 29.840 820310 -23.430 -0.063 -12.420 0.147 0.011 -0.025 12.430 34.430 -9.694 -0.029 -5.108 0.061 0.011 9 2 9 0.019 -0.058 56.750 9.335 -690500 -00068 -14.640 0.099 0.012 -0.028 23.730 3.986 -29.080 -0.033 -6.090 01041 0.012 9-2 10 0.016 -0.056 84.440 -134.100 -92.000 -0.068 -10.930 0.045 0.009 -0.026 35.350 -56.040 -38.510 -0.033 -4.549 0.019 0.009 9.2 11 0.012 -0.055 112.100 -380.100 -156.000 -0.057 4.584 0.006 0.007 -0.026 46.960 -159.100 -65.330 -0.026 1.947 00002 00007 9-3 1 -0.001 -0.025 -50.130 -159.300 61.660 .04016 3.188 0.003 -0.004 -0.053 -119400 380.200 147.100 -0.037 7.651 00007 -0.001 9-3 2 -0.003 -0.022 -36.000 -29.500 32.430 -0.010 10210 0.030 -04009 -0.045 -85.780 -70.940 77.380 -0.026 24.390 0.071 -0.003 9-3 3 -0.005 -0.016 -18.630 271320 17.850 -0.007 11.090 0.062 -0.012 -0.033 -44.390 64.510 42.580 -0.004 26.470 0.148 -0.005 9-3 4 -0.005 -0.011 -7.711 S5.810 11.140 0.007 8.637 0.086 -0.012 -0.022 -18.400 132.400 26.580 0.014 20.610 0.204 -0.005 9-3 5 -0.004 -0.008 -2.630 66.640 6.477 0.002 5.980 0.096 -0.009 -0.017 -6.300 158.400 15.490 0.004 14.270 06228 -0.004 9-3 6 -0.007 -0.009 12.830 142.100 10.360 0.019 10.390 0.210 -0.003 -0.005 5.408 594780 4.343 0.009 4.356 0.088 -0.003 9-3 7 -0.003 -0.004 37.110 83.530 -2.119 0.030 4.167 0.157 -0.001 -0.003 15.610 35.110 -0.899 0.013 1.745 00066 -04001 9-3 6 0.002 .0.001 73.070 -38200 -18.130 0.035 -2.007 0.081 0.001 -0.001 30.730 A6.090 -76630 0.015 -0.847 0.03.4 0.002 9-3 9 0.005 -0.001 97.270 -305.800 -20.150 0.044 -4.232 0.009 0.002 -0.001 40.900 -1286600 -8.477 0.019 -1.781 0.004 0.004 9-4 1 0.004 0.001 -37.590 -113.700 9.993 0.015 -3.200 04000 0.009 0.003 -89.400 -270.400 23.770 0.036 -7.601 0.000 0.009 9-4 2 0.006 09000 -26.710 -47.640 -1.261 0.025 -4.958 0.003 00012 00002 -63.520 -113.200 -1000 00058 -11.790 0.007 0.010 9-4 3 0.007 0.000 -17.220 -5155 -10.220 0.031 -7.404 0.009 0.015 0.000 -40.960 -12190 -24.310 0.073 -17.610 0.022 00013 94 4 04008 -00001 -10.360 17.650 -12.110 0.039 -8.488 0.015 0.017 -0.002 -24.630 42.030 -28.800 0.092 -20.790 0.035 0.008 9-4 5 0.010 -0.004 -3146 25.210 -8.186 0.049 -10.070 0.017 0.022 -0.008 -7.475 60.010 .19480 0.117 .23.950 0.041 0.010 9-4 6 0.016 -0.029 134010 41.260 -35.120 0.057 -194600 0.037 0.007 -0.013 5.465 17.340 -14.760 0.023 -8239 0.016 0.007 9-4 7 0.004 -0.051 21.700 3.726 -14.340 -0.014 -11.910 0.027 0.002 -0.022 9.118 1.567 -6.029 -0.006 -5.010 0.011 0.002 9-4 8 -0.001 -0.080 300860 -48.800 15.720 -0.147 -2.815 0.013 0.000 -0.034 12.970 -20.510 6.603 -0.062 -1.186 0.006 0.000 9-4 9 04009 -0.100 46.590 -133.100 19.500 -09228 10665 00002 0.004 -04042 190580 -55.950 SAO -0.095 0.697 0.001 0.004 945 1 -0.012 -0.054 -20.570 -56.540 -11.810 -0.160 -3.279 09001 -0.031 -04127 -48.930 -134.500 -28.100 -0.380 -7.795 0.003 -0.012 9-5 2 04002 -0.040 -11910 -20.040 -11.120 -0.092 -2.065 0.007 0.004 -0.093 -33.110 -47.690 -26.460 -0.219 -4.909 0.017 0.002 9-5 3 0.010 -0.049 -10.290 1.541 0.473 -0135 0.458 04014 0.023 -0.115 -24.490 30660 1.126 -0.322 1.097 0.033 04010 9-5 4 -0.010 -0.031 -7.242 18.840 9.932 -0.047 3.468 04020 -09025 -0.072 -17.230 44.830 23.630 -0.112 8.252 0.046 -0.010 9-5 5 -0.015 -0.015 -3.273 28.290 11.440 0.006 4.258 0.022 -09037 .0.035 -7.788 676310 27.220 0.013 10.130 0.053 -0.015 9-5 6 -0.037 -0.003 11.520 66.800 9.139 0.109 5369 0.050 -0.015 -0.002 4.844 28.080 3.842 0.046 2.425 0.021 -0.015 9-5 7 -04033 0.006 28.010 42180 15.960 0.095 0.016 0.039 -0.014 0.002 17.770 17.980 6.707 0.040 06007 0.016 -0.033 9.5 a -0.030 0.012 43.570 -19.720 15330 0.079 -5.458 0.021 -0.012 0.005 18.310 -8.290 6.442 06033 -2.294 0.009 -0.030 9-5 9 -0.026 0.017 60.490 -127200 13.140 0.064 -74821 0.004 -0.011 0.007 25.430 -53.460 5.525 0.027 -1287 0.002 -0.026 9-6 1 -0.009 0.008 -17.820 -50.590 -11.950 0.032 -8.154 0.000 -0.022 0.020 -42.390 -120.400 -28.440 0.075 -199400 04001 -0.022 9-6 2 -0.008 0.010 -13.480 -27.540 -23.240 0.027 -8.590 0.001 -0.019 0.023 -32.060 -65.530 -55.290 0.063 -20.440 0.003 -0.019 9-6 3 -0.007 0.009 -10.780 -9.959 -10.420 0.020 -80369 0.003 -0.018 0.022 -25.640 -23.690 -24.800 0.048 -19.910 0.007 -0.018 9-6 4 -0.006 0.009 -4.403 -0.287 -6.865 0.020 -9.309 0.004 -0.014 00022 -10.470 -0.683 -16.330 0.048 -22.150 0.009 -0.014 9-6 5 -0.011 0.021 4.040 10.800 -4.728 0.045 -22.080 0.011 -0.004 0.009 1.698 4.539 -1.987 0.019 -9.281 0.004 -0.011 9-6 6 -0.008 0.021 13.380 0.261 -25.930 0.031 -19.970 0.010 -04004 0.009 5.623 0.110 -10.900 0.013 -8.396 0.004 -04008 9-6 7 -0.006 0.020 28.870 -15.950 -11.980 0.027 -20.730 0.008 -0.002 0.008 12.140 -6.706 -5.034 0.012 -8.712 09003 -0.006 9.6 8 -0.005 0.018 36.330 -49.840 37.520 0.026 -20.590 0.004 -0.002 0.008 15.270 -20.950 13.250 0.011 -8.655 0.002 -0.005 9-6 9 -0.003 0.018 460260 -112.100 8.213 0.017 -14.830 - 00007 -0.002 0.007 19.440 -47.110 3.452 0.007 -6.233 0 .003 0.000 - 9.7 1 0.000 0.017 -22.670 -45.590 -111.600 0.002 -7.449 0.001 -0.001 0.025 -53.930 -1 08 .500 -265.500 0.004 -1 7.720 0.002 -0 .001 9-7 2 0.000 0.010 -18.000 -35.190 -79.510 0.004 -8.143 0.002 0.000 0.024 -42.830 -83.720 -189.200 0.009 -19.370 0.004 0.000 9-7 3 0.000 0.010 -17.930 -27.000 -79.980 06003 -8.079 0.002 0.000 0.024 -42.650 -640240 -790.300 0.007 -19.220 0.006 0.000 9-7 4 0.000 0.010 -13.850 -19.080 -729740 0.001 3.179 0.003 0.000 0.024 -32.940 -45.400 -173.100 0.003 -12.320 0.008 0.000 9-7 5 0.000 0.010 -13.800 -12.710 -73.230 0.000 -5.098 0.004 0.000 1+124 -32840 -30.240 -174.200 0.001 -12.130 0.010 0.000 9-7 6 0.000 0.010 -11.140 -7.089 -47.760 0.002 -5.000 0.005 0.000 0.023 -26.500 -16.870 -113.600 0.006 -11.890 0.012 0.000 9-7 7 0.000 0.010 -11.670 -2469 -39.800 0.006 -4.774 0.006 04000 0.025 -27.770 -50875 -94.690 00015 -110360 04014 00000 9.7 8 0.000 0.010 -11.650 2.915 -40.290 0.005 -4.659 • 0.007 0.000 0.025 -27.720 6.936 -95.860 0.014 -114080 0.016 0.000 9.7 9 0.000 0.010 -5458 5.067 -21.120 0.007 -4.003 0.008 0.001 0 .0251 -12.990 12.050 -50.240 0.018 -9.524 0.018 0.001 9-7 10 0.007 0.010 -4.270 8.023 -9.219 0.005 -4.065 0.009 0.001 0.025 -10.160 19.090 -21.930 0.014 -9.670 0.020 0.001 9-7 11 0.000 0.008 -3.178 8.890 -11.610 0.005 -3.861 0.009 0.001 0.020 -7.561 21.150 -27.630 0.012 -9.185 0.022 0.001 SR (0 Vail's Front Door Spa Design P Max P Max P Min P I.P. Min P Moo Min P Min p Min P ki Min P l Max P Max P Max P Max P Max D Axia i (kip- Bending kip Torsi B dn. n p- Tvrit ( ID Section Axial V ertical Be nding (kip To n (kip- rsi S ndn. Tw (kip- i n e ) K i ft n ( ) ch i (Kips) (Kips) ft ) f ) ) 11 560 nclles 012 0 (Kips) 0.40 ps ) ( -0.001 240 -7.840 0.000 0 g.1 1 0.005 380630 -92.650 -16.520 0.006 . - . 0 02 002 0 590 -0.855 0.016 91 2 0.009 47.410 38600 .6.497 4 0.047 14.560 218 1 0.007 000 . 0.064 . -0.010 000 -22.090 -0012 0 0 001 g1 - 3 -0.006 26.970 -8. 57 -0007 . - 000 038 0 0.008 400 4.838 0.007 -1.143 . 91 4 -0.004 58.910 -0.749 0.19 -4.315 316 2 003 0 . 0.047 -0.036 -82.820 -240.600 41.910 -0.050 -7.858 0.008 0 9.2 1 -0.017 734.860 -103.300 18.850 -0.023 . - . 0 8 92 .0.022 8 ? 7 084 0 0 045 0 037 -0.051 -40.390 37.810 40 23. -0.057 0.113 0. 109 0 15 9.2 3 - 0.022 7.090 - 14. 90 10 670 -0.02 . 188 . 064 0 004 0 -0.052 -20.540 90.620 4.236 -0.060 -0.629 . 185 g,2 4 -0.022 -8.760 38.510 2.359 -0.028 0. 406 0 , 076 0 . 0.006 -0.051 -10.930 130.800 1.648 -0.060 -1.796 0. 195 0 g.2 5 -0.022 -4.720 54.020 1.134 -0.027 . - 6 081 0 007 0 -0.051 0.214 144.800 -6.320 -0.064 -5.835 . g-2 6 -0.022 -0.027 60.160 -2.294 -0.029 -2.192 473 3 . 075 0 . 0.015 -0.054 - 17.770 128.600 -13.530 -0.071 -8.608 0.181 147 0 g.2 7 -0.025 7.356 53.630 -5.507 -0.034 . - . 061 0 017 0 -0.054 29.840 82.310 -23.430 -0.063 -12.420 . g,2 g -0.025 12.430 34.430 -9.694 -0.029 -5.108 090 6 . 041 0 . 0.019 -0.050 56.750 9.335 -69.500 •0.068 -14.40 0.099 g-2 g -0.028 23.730 3.986 -29.080 -0.033 . - . 0 1 9 2 ..02 0 4 947 0 002 0 012 -0.055 182.100 -380.100 -156.000 -0.05 4.584 0 006 0 00 9-2 18 -0.026 46 960 -159. 00 -65.330 -0.026 . 003 0 -0 004 -0.053 -179.400 -380.200 147.100 -0.037 7.651 . 93 1 .0.025 -50.130 -159.300 61.660 -0.016 3.188 210 10 . 030 0 . -0.009 -0.045 -85.780 -70.940 77.380 -0.026 24.390 0.071 9m3 2 -0.022 -36.000 -29.500 32.430 -0.010 . 0 . 3 44390 32 8 4 9 3 8 -18 770 8 1. 18 63 0 086 -0.012 .0092 -18400 .400 1 26.580 4 0 0 20.610 0.20 0 2 9-3 4 -0.01 55.810 40 11. 0 007 . 980 5 0 096 009 -0 -0.017 -6.300 158.400 15.490 0.004 14:270 . 0 93 5 -0.008 -2.630 66.40 6.477 0.002 . 4 356 . 088 0 . -0.007 -0.009 12.830 142.100 10.360 0.019 10.390 0.21 099 0 9.3 6 -0.005 5.408 59.780 4.343 0.009 . . 071 0 001 -0 -0.004 23.270 52.330 -1.342 0.020 2.598 . 9-3 7 -0.003 16.630 37.410 -0.956 0.014 1.861 757 1 . 71 0 0 . 0.002 -0.002 45.800 -23.990 -11.370 0.023 -1.264 0.051 0 006 g.3 8 -0.001 4.030 -33.470 1.890 0.031 . - 707 . 008 0 003 0 -0.002 60 960 -191.700 -12.630 0.029 -2.655 . 0 g,3 g -0.001 85.230 -267.900 -17.650 0.038 -3. 601 7 . 000 0 . 0.004 0.001 -37.590 -113.700 9.993 0.015 -3.200 0 .00 004 0 g-4 7 0.003 -89 400 -270.400 23.770 0.036 . - 0 . 006 0 0 009 0.000 -39.800 -71.000 -1.879 0.037 -7.390 . g.q 2 0.002 -55.660 -99.200 -2.629 0.051 -10.33 . . 0 022 9 4 5 0 7 21 ' 16 0 012 0 -0.002 ?5.440 26.290 18.040 0 059 -12 650 . 9-4 4 001 0 .030 -1 6 0 18 12 900 0 042 9.042 070 10 . 017 0 . 0.022 0.008 7 475 0.010 19 480 .117 23.950 0 037 g.4 5 5 -0.004 -3.146 25.210 -8.186 0.049 . - . 016 0 016 0 -0.029 13.010 41.260 -35.120 0.057 -19.600 . g-4 -0.013 5.465 17.340 -14.760 0.023 -8.239 010 5 . 011 0 . 0.004 -0.051 21.700 3.726 -14.340 -0.014 -11.910 0.027 g,4 7 -0.022 9.118 1.567 -6.029 -0.006 . - . 0 9 4 8 5 697 0 005 0 0.009 100 -0. 46.590 -133.800 19.500 -0.228 1.665 0.002 9-4 9 0.042 19.580 55.950 93 6. -0.09 . 279 . 001 0 031 -0 -0.127 -48.930 -134.500 -28.100 -0.380 -7.795 77 9-5 1 -0.04 -20.570 -56.540 -11.810 60 -3. 065 2 . 007 0 . 0.004 -0.093 -33.110 -47.690 -26.460 -0.219 -4.909 0.0 9-5 2 -0.040 -13.910 -20.040 -11.120 -0.092 . - . .24.490 .0 L2 3 1 091 9 5 -0. 1 42 ' 0 1 54 7 460 3 020 0 0 025 0.072 -1723 0 44.830 23.630 12 0 0.252 0 046 0 05 9-5 4 -0.03 .2 18.040 9.932 -0.04 . 4 258 . 022 0 037 -0 -0.035 -7.788 67.310 27.220 0 .013 10.130 . g.5 5 -0.015 -3.273 28.290 11.440 0.006 . . . 8 7 0.109 50169 0 016 9 5 286080 86 039 0 014 -0 0.002 11.770 7.980 6 70 0.040 0.007 . 9-5 7 0.006 28.0 0 15.960 0 095 0.0 458 5 . 021 0 . -0.012 0.005 18.310 -8.290 .6.442 0.033 -2.294 0.00 002 0 g.5 . g 0.012 43.570 --79.720 15.330 0.079 . - . 004 0 011 -0 0.007 25.430 -53.460 5.525 0.027 -3.287 . 9 5 g 0.017 60.490 -127.200 13.140 0.064 -7.821 400 19 . 001 0 . -0.009 0.008 -77.820 -50.590 -11.950 0.032 -0.154 0.000 9-5 1 0.020 -42.390 -120.400 -20.440 0.075 . - . ? ? 9-6 0023 65 5' 8 910 19 007 0 -0.007 0009 10.780 9.959 0420 0.020 8.369 0.003 9-6 3 0.022 -25.640 -23.690 4.800 0.4 -2 . 0 . 009 0 -0 006 0.009 -4.403 -0.287 865 -6 .020 9.309 0 g-5 4 .022 0 -10.470 -0.683 .330 -16 0.048 -22.15 080 22 . 011 0 . -0.004 0.009 1.698 4.539 -1.987 0.019 -9.281 0.0 4 004 0 g.5 5 .021 0 4.040 10.800 -4.728 0.045 . - . 010 0 004 -0 0.009 5.623 0.110 -10.900 0.013 -8.396 . g,g 6 0,021 13.380 0.261 -25.930 0.031 27 -19.970 730 -20 . 006 0 . -0.002 0.000 12.140 -6.706 .034 -5 0.012 -8.712 5 0.003 002 0 g.6 7 .020 0 28.870 -15.950 -11.980 0.0 . 0 . 004 0 002 -0 0.008 15.270 -20.950 13.250 0.011 -8.65 . g-6 0 0.018 36.330 -49.040 31.520 0.026 -20.59 . . 1.19 0 008 0 9-6 7 002 0 000 0 0087 22.670 -05590 -111.600 0.00 .449 2 - . -7 8 0025 53.930 108.500 -266,500 0.04 20 -17 370 19 . 004 0 . 0.000 0.010 -18.000 -35.190 -79.510 0.04 -8.143 0.00 0 002 9.7 2 24 0.0 -42.830 -83.720 -189.200 0.009 . - . 0 00 00 6 0 0 0.010 -17.930 -27.000 -79.900 0.00 3 -8.079 . g.7 3 0.024 -42.650 -64.240 -190.300 0.007 -19.220 320 12 . 00 0 . 8 0.00 0 0.010 -13.850 -19.080 -72.740 0.00 1 -5.179 0.003 004 0 g-7 4 0.024 -32.940 -45.400 -173.100 0.003 . - . 01 0 00 0 0 0 0.010 -13.000 -12.710 -73.230 0.00 0 -5.098 . g-7 5 0.024 32.840 -30.240 -174.200 0.001 -12.130 890 11 . 01 0 . 2 0.00 0 0.010 -11.140 -7.089 -47.760 0.00 2 -5.000 4 0.005 0 006 g-7 6 0.023 -26.500 -16.870 -113.600 0.006 . - 0 . . 01 0 4 000 0 0.010 -11.670 -2.469 -39.800 0.00 6 -4.77 . g,7 7 0.025 -27.770 -5.875 -96.690 0.015 -71.36 080 11 . 07 0 6 0.00 0 0.010 650 2.915 -40.290 0.00 5 -4.659 0.007 0 008 g.7 8 0.025 -27.720 6.936 -95.860 0.014 . - 4 . 01 0 00 8 0 0 0.010 -5.458 5.067 -27. 120 .00 0 -4.003 7 . g-7 g 0.025 -12.990 12.050 -50.240 0.078 -9.52 670 9 . 0 02 . 0 0.00 1 0.010 -0.270 8.023 -9.279 0.00 5 -4.065 0.009 009 0 g-7 10 0.025 -10.160 19.090 -21.930 0.014 . - . 0 02 2 0 00 008 0 0 -3.178 8690 -11.610 0.00 5 -3.861 . o 11 0.020 -7.561 21.150 -27.630 0.012 -9 .185 . . Design Strip Forces S11 Vail's Front Door Spa Design -M, x M M Max M Maz M Max M Max M Max M Max M Min M I.P. Min M Min M i l B Min M (kip To endin Mm m rsion (kip- rv~~11 I.i Tw 11 - (kip- D i n n~ect~ Max a ial Vertical Bending Torsion (kip- A Dphm. Twist (kip- DeNection Shear Axial Vert ca g Bend n nj , ID Section Shear x K -ft) (ki Ii) Bending h) (inches) (Kips) (Kips) (Kips) 161 0 946 -3 017 0 (Kips) (Kips) ips) ( p 073 213 -2 0 008 0.155 0.168 -20.300 -95.960 -46.940 . . 450 . 015 0 1 p_1 7 0.067 0.061 -10.000 -46.570 -24.370 0. . 10 290 . 006 0 0.169 0.173 -17.090 -74.030 .860 -44 0.306 -22. . 016 0 10.7 2 0.072 0.072 -8.308 -35.740 -21.260 0.137 . . 440 .11 . 006 0 0.196 0.110 -13.850 -61.170 -57.520 0.272 -25.040 . 10-1 3 0.083 0.043 -6.754 -29.120 -24.660 0.118 - . -7 . 0 0 10 1 0.091 5 4970 .29.90 0.054 7 770 - 890 16 0 01 0 - 0.176 0 079 ' 9.478 -65.100 -56.710 0.099 -38.960 0.026 04 0 10-2 4 0.071 0 038 -4.53 30 020 -25.2 0 0.045 . . - 470 . 0017 0 100 -0.150 -13.090 -37.160 -61.950 -0.151 -45.730 . 10.2 2 04038 -0.068 -5.898 -17.260 -2.540 0.071 -19. . 5 3 2 0 036 102 1 019 - .163 -12.780 830 -46.621 089 0 000 0 -0080 3 45 16.460 .850 -1 -0.105 0.260 - . 0-2 1 4 0.007 0.173 -10.590 40770 27.860 -0.214 205 0 24230 790 -13 . 0.107 . 0.009 -0.081 -2.861 26.290 -6.603 -0.100 -5.900 1 173 0.0 047 0 i p.2 5 0.012 -0.172 -6.506 63.460 -15.330 . - . 472 2 114 0 010 0 -0.080 -0.989 29.730 -0.942 -0.083 . - . 10-2 6 0.015 -0.171 -2.110 71.200 -1.806 -0.178 19 . - 240 20 . . 0 58 2 20 039 0 70 2 59g9o 21 1- - 1 . 530 094 0 10 -0 0 0 054 5 6. 5.020 16.580 0.034 12.2 . 0-2 8 -0.030 -0.116 9.948 35 720 39.990 -0.078 5 29. 000 15 . 031 0 . 0.012 -0.082 13.270 -8.991 52.390 -0.077 36.140 0.0 1p-2 9 0.006 -0.037 5.525 -3.690 21.800 -0.00 . 1 . 8 053 10 2 18 075 796 4 0 022 0 018 -0.086 2 592 -76.690 18.980 -0.046 1 730 773 0. 0 0 0-2 18 0.009 -0.037 1.070 32 000 825 -0. . 117 2 . 023 0 -0.045 -0.061 -8.646 -79.930 -22.840 0.041 -4. . 10-3 1 -0.021 -0.026 -3.637 -33.380 -9.706 0.023 . - . 9 930 075 0 8 400 76 032 0 -0 049 -0 030 -12.660 -44.960 -5 870 0.068 -38 . 093 0 /0-3 3 -0.022 -0.012 4 -5.3 18.720 -21.830 0 032 5 . - 790 -16 . 0 039 -0.045 -0.034 -19.030 -7.440 -75 670 0.006 -39.870 . 066 0 10-3 6 -0.020 -0.014 -7.987 .2.967 -31.820 0.00 . 710 . 114 0 018 -0 -0.011 -7.480 9.464 -30.160 0.008 -17.550 . 5 6 10-3 5 -0.043 -0.027 -17.830 22.210 -71.750 0.073 19 -41. 960 -36 . 133 0 . -0.017 -0.008 -6.288 19.810 -25.170 0.010 -15.540 0.0 061 0 1p_3 6 -0.040 -0.020 -14.990 46.870 -59.900 0.0 . 50 . 144 0 017 -0 -0.004 -4.616 22.100 -15.510 0.014 -71.360 . 9 ip.q 1 -0.039 -0.009 -11.010 52.350 -36.960 0.031 024 -27.0 380 -14 . 0 163 . -0.015 -0.002 -3.371 30.860 -7.539 0.011 -6.028 085 0.06 074 0 10.6 2 -0.036 -0.004 -8.042 73.240 -16.010 0. . 253 . 176 0 014 -0 0.000 .864 -1 36.160 0.664 0.008 -0. . 77 1 p_q 3 -0.034 0.000 -4.457 85.900 7.496 0.017 011 -0. 13 990 . 183 0 . -0.013 0.002 -0.333 37.850 8.989 0.005 5.907 430 0 .0 077 0 7p_q 4 -0.032 0.004 -0.812 89.970 21.300 0. . 130 . 0 162 012 -0 0.004 1.171 35.980 16.810 0.003 11. . 74 1 p.q 5 .0.030 0.009 2.767 65.550 39.910 0.007 04 27. 750 37 . 175 0 . -0.012 0.006 2.517 30.700 23.580 0.002 15.890 60 0.0 069 0 1p.4 6 -0.028 0.014 5.971 73.010 56.010 0.0 . 0 4 163 0 11 -0 0 0.008 3.498 22.550 26480 0.002 16.5 . 2 1 p 4 7 .0.026 0.020 8.306 53.660 67.680 0.0 002 ".10 260 44 . 748 0 . -0.010 0.011 3.987 12.820 29.560 0.001 78.640 0.06 703 8 -0.024 0.026 9.473 30.540 70.240 04 . . 82 2 8 1 52 10 4 8 9 8 520 0.0 24 33 220 124 0 -0.009 0.016 2.585 0.384 0 3. 0 0 0 5570 59 0.0 0 -5 0 -0 023 0.039 43 6. 0 975 .760 3 0.0 0 868 . 105 0 -0 006 0.020 0.922 1.611 -3.026 0.003 -0.3 . 70-5 2 -0.021 0.067 2.191 3.896 -7.211 0.006 . - . . ' 0 028 10-5 --l 0058 7 9 7 837 068 0 005 -0 0.033 3.228 15590 6.554 0.000 -3.296 1 0.5 4 0.013 - 0.080 .682 37. 30 -15.580 0 000 047 - 249 -4 . 046 0 . -0.004 0 038 5 466 10.540 -1.212 -0.019 -1.789 0. 10-5 5 -0.011 0.097 13.060 25.090 -2.866 -0. . 824 0 . 001 0 10-5 8 -0062 . . 57 000 0 0 015 0.190 27.380 -63.730 59.570 0.381 1.556 . 0-5 7 0.005 0.046 .510 1 -26.790 25020 -0.6 425 1 . #NAME? 0 008 0.038 2.480 0.662 -1.697 0.038 0.598 #NAM ME? 10-5 8 0.019 0.090 5.901 1.573 -4.513 0.090 109 . 296 -2 #NAME? . 0.023 0.030 71.752 0.077 0.371 0.046 -0.966 #NA 828 #NAME? 1P5 9 0.053 0.071 -4.169 0.182 0.884 0. 094 . 029 -2 #NAME? 0.015 .0477 15.010 -0.725 -12480 -0.223 -4. 10-6 1 006 0. -0.198 6.310 -0.052 -5.248 -0. . 0.19 844860 3 3 046 090 0 10-6 0.002 0. 3 ' 8 '3 2 280 9 004 0 -0.020 0.178 24.890 5.0 15 38.440 . -0.2fi5 3. . 0 0 0-6 9 .0 . 008 0.075 0460 - 2.108 60 6. 2 -0.1 022 . - 761 -2 . 021 0 -0.010 0.065 -fi 467 13.180 -6.107 -0.010 -1.160 . 10-6 4 -0.024 0.155 -15.430 31.360 -14.530 -0. . . 15 10-6 02 4 n 6 39 4 826 035 0 0.009 0.050 -1.371 24.200 2 706 0 016 2.028 0.0 0 015 0-6 6 -0 02 0.1.19 3 262 57.570 437 0 0 . . 00 17 0.00 9 2083 8 . 014 0 10-6 2 1 5403 032 0 007 -0 0.037 2241 17. 0 3.390 0 .00 227 . 0-6 B .0.017 0.089 533 40.860 8.065 0.002 7 . 026 0 . 007 -0 0.033 3.357 10.230 -0.695 -0.011 0.297 6 9 -0.017 0.078 7.987 24.330 -1.653 -0.024 0.70 . 022 . 009 -0 029 0 4.210 6.690 -5.522 -0.009 -2.574 00009 10- 1 021 -0 0.069 70.020 15.920 .13 -0.017 -6.124 0. . . 5A4 .0,002 4246 OdOO6 7 p_7 107 . 1 2 002 618 '3 0 0 003 -0.086 0.056 6.384 -10.0 0 -19.740 0.005 - 8590 775 0.007 00 0 0-7 3 -0.006 0.026 2.663 -4.242 8.296 0. . 427 . 001 0 004 -0 0.056 8.064 -22430 -19.830 0.035 -5. . 1 t0-7 4 -0.001 0.023 3.389 -9.427 -8.336 0.01 281 2 5 -2. 594 -7 . 0.000 . 0.230 -0.289 .540 -26 -15.990 62.790 -4.125 -13.680 7 658 0.00 002 0 11-1 0.721 7 -0.167 -14.710 -8.890 34.620 . - . 760 0 003 09 0 6 -0.125 -6.666 19.470 -70.900 -1.600 . - . 11.7 2 0.185 -0.226 -12.000 35.150 .19 -2.88 43 2 9 -13. 47 6 -20 . 0 0.00 , 4 0.08 3 -0.120 3.165 24.260 -66.780 -1.353 -11.430 250 0.002 01 0 0 71.1 3 0.162 -0.218 5.766 43.710 -120.600 . - . 6 00 0 0 05 2 0 7 -0.125 0 10.78 11.590 -123.700 -1.264 -13. . 77.1 4 .118 0 -0.227 19.520 20.800 -223.100 -2.27 8 0 -23.6 54 9 -21 . 00 0 0 . 0 0.13 3 0.006 -4.492 3.466 -22.580 -0.26 .110 - 4 00 0 0 . 000 0 11.2 1 0.246 0.006 -8.021 6.210 -40.730 -0.4 . 01 . 00 0 0 07 0 0 5 -0.019 0.078 19.250 -30.040 1 0.061 -9 -9.63 . 0 11 2 2 0 162 -0 041 0.232 34.560 -54.090 0.10 22 4 -17. 94 2 7 . 4 0 00 . 0 0.06 2 -0.068 11.000 -2.448 41.630 0.379 14.310 48 0.00 000 0 11.2 3 0.031 -OA29 6.074 -1.096 22.990 0. . 83 . 00 3 0 0 1 0 .0 3 -2.141 88.310 -158.000 -613.200 -12.960 -1.2 . 0 17.2 4 •0.004 -1.165 48.400 -86.520 -336.400 -7.09 7 12 2 -0. 52 8 -0 . 9 0.00 . 0 0.01 1 -2.140 93.540 -247.600 -646.600 -13.030 -0.548 870 0.00 068 0 71-3 7 0.008 64 51.290 -135.600 -355.000 . - . 4 12 5 0 4 -0 02 6 0.033 -17.61 0 91.520 44.86 0 0.522 .0. . 11.3 2 -0.057 0.046 -32.060 166.100 82890 0.93 41 2 -0.6 84 3 -6 . 73 2 0 . 0 -0.02 8 0.019 13.35 0 97.610 -37.79 0 0.223 -3.248 41 0.071 007 0 11 .3 3 -0.067 0.026 24.160 777.600 -69.970 0. . . 1 000 4 -0 05 0 O.Ot9 69.77 0 -225.000 -453.80 0 0.771 -2.0 . 11.3 4 -0.022 0.013 38.630 -124.300 -251.100 0.09 2 -0.70 . Design Strip Forces siq Vail's Front Door Spa Design Design Strip Forces V I P M Max V Max V Maz V Max V Max V Max V Max V Min V I.P. Min V Min V l ee Mm V ra g (kip Tors nd in v (kip- i • Tw (kip- D i e " ' h n ( i ax . . Shear Axial (kip- g(kip Torsi Vertical Bend Dphm. Twist (kip- Deflection Shear Axial Kip ) Ki ) i' ) B nl endn 't inc es) Kips) ID on Sect (Kips) (Kips) (Kips) Kii a Bendin ft) tt) 13 (inches) 008 0 (KIDS) 155 0 (Kips) 0.148 ( s ps ( -20.300 -95.960 -46:940 0.167 -3.948 0.017 0.155 169 0 10 1 1 067 0 0.061 0 -46.570 -24.370 0.073 -2.2 . . 169 0 173 0 090 -17 -76.030 -64.860 0.306 -22450 0.015 . - 2 . 0 072 0.072 -8.308 -35.740 -21.260 0.137 -10.290 0.006 . . 110 0 . -13 850 -61.170 -51.520 0.272 -25.040 0016 0.196 10-1 3 . 083 0 0.043 -6.754 -29.120 -24.660 0.178 -11.440 0.006 0.196 . 060 0 . 120 -13 -52.710 -67.170 0.128 -40.340 0.021 0.219 10-1 10.1 4 . 0.091 0.021 -6.125 -24.970 -29.900 0.054 065 0 -17.770 890 -16 0.000 010 0 0.219 0.176 . -0.079 . -9478 -65.100 -56.710 -0.099 -38.960 0.026 0.071 1p4 1 0.071 -0.038 -4.531 -30.020 -25.260 . - . . 0 3 5 6 10 2 -0 4 0 . 7 . 020 0 189 -0 -14. 740 1.586 -53.00 0.245 4 .900 0.066 0.00 2 3 0 006 0.086 6.492 .296 0 -72.5 115 0. 1 .710 0 026 . 007 0 . 773 -0 -10 590 40.710 -27.860 -0.214 -24.230 0.089 0.0 0- 10.2 d . 0.000 .0.080 -4.613 16.460 -11.850 -0.105 -10.260 900 5 0.036 043 0 . - 0.012 . -0.172 . -6.506 63.460 -15.30 -0.205 -13.790 0.107 0.009 10.2 5 0.009 .0.081 -2.861 26.290 -6.603 -0.100 . - . 8 10 2 0 8 089 260 20 008 0 0.006 0.067 2.580 25.300 11 50 0.056 8.325 0.045 039 0 0.006 01 -0 0.2 7 -0.022 45 -0 6.3 5 59.990 27 070 -0 . . 0 096 010 -0 054 -0 4.115 15.020 16.580 -0.034 12.220 . . 6 10.2 B -0.030 -0.116 9.948 35.720 39.990 -0.078 7 29.50 740 36 . 075 0 . 0.006 . -0.037 5.525 -3.690 21.800 -0.005 15.000 0.031 0 025 0.00 0 005 10.2 9 0.012 -0.082 13.270 -8.991 52.390 -0.01 . . 059 0 0 005 041 -0 4.149 -21.860 18.830 -0.017 11.890 . . 10.2 10 0.012 -0.091 9.959 -52.450 45.270 -0.050 28.680 . . . 5 055 0 029 -0 10 2 1 1 ' 37 ' 0 023 045 0 -0 061 -8646 -79.930 -22 840 0.04 4 773 . . 0-3 1 0.0 -0.026 3.637 33.380 9.706 0.023 2.7 846 9 . 026 0 . -0.053 -0.041 -3.809 -71.030 -9.390 0.061 -23 250 0.062 0 075 -0. -0 022 10-3 2 -0.024 -0.017 -1.606 -29.660 -4.036 0.031 . - . 0 032 049 -0 -0 00 -12.660 -44.960 -51.870 0.068 -38.930 . . 10-3 3 -0.022 -0.012 -5.314 -18.720 -21.830 0.032 05 -16.400 790 -16 . 0 039 . -0.045 . -0.034 -19.030 -7.440 -75.670 0.006 -39.870 0.093 114 0 -0.020 018 -0 10-3 4 -0.020 -0.014 -7.987 -2.967 -31.820 0.0 . . 048 0 043 -0 027 -0 -17.830 22.210 -71750 0.013 -41.710 . . 17 10-3 5 -0.018 -0.011 -7.480 9.464 -30.160 0.006 -17.550 540 15 . 056 0 . -0.040 . -0.020 -14.990 46.870 -59.900 0.019 -36.960 0.133 144 0 -0.0 017 -0 10-3 6 -0.017 -0.008 -6.288 19.810 -25.170 0.010 - . . 061 0 039 -0 009 -0 -11.010 52.350 -36.960 0.031 -27.050 . . 5 10-q 1 -0.017 -0.004 -4.616 22.100 -15.510 0.014 11 -11.360 028 -6 . 069 0 . -0.036 . -0.004 -8.042 73.240 -18.010 0.024 -14.380 0.163 -0.01 1 p.q 2 -0.075 -0.002 -3.371 30.860 -7.539 0.0 . . 2 10 4 05 5 907 077 0 -0.032 0.004 -0.612 89.970 21.300 0 011 13.990 0.183 -0.03 0.4 4 -0.013 0 002 -0.333 37.850 8.989 0.0 . 28 10 4 0 7 004 750 37 0 175 0 012 0.006 2.517 0. 00 23.580 0.002 15.8 0 0.074 069 0 -0.0 -0 0-4 6 -0 028 6 0.0 5.971 3 010 56.010 0. . . 163 0 011 -0 OOB O 3 498 22.550 28 480 0.002 18.560 . . 4 1 p.q 7 -0.026 0.020 8.06 53.660 67.680 0.003 2 44.100 280 44 . 148 0 . -0.010 . 0.011 3.967 12.820 29.560 0.001 18.640 0.062 -0.02 q 10 g -0.024 0.026 9.473 0.540 70.240 0.00 . . 83 3 0 1 - 9 220 33 124 0 -0.009 0.016 2.585 0.384 0 3. 0 0.0 5.570 0.052 -0 023 10-5 9 -0.023 0039 43 6. 0.975 31 160 0.024 . . 3 10-5 5 6 973 0087 -0 007 0.024 0.328 7 537 -17.300 0 001 3 770 0 036 028 8 -0.0 01 -0 0.5 3 -0.038 0.058 0.781 17.980 -26.880 0.00 . - 837 7 0 068 005 -0 0.033 3.228 15.590 -6.554 0.000 -3.296 0. . 011 0 10-5 4 -0.013 0,080 7.682 37.130 -15.580 0.000 0 047 . - 249 -4 . 046 0 . -0.006 0.038 5.486 10.540 -1.212 -0.019 -1.789 0.019 010 0 . - 011 -0 10-5 5 -0.011 0.091 13.060 25.090 -2.866 . - . . 023 0 004 -0 0.044 8.142 -2.763 6.155 -0.062 -0.824 . . 70-5 6 -0.011 0.104 19.380 -6.567 14.670 -0.151 -1.952 . 1 . 1 2 7 ? N AME70 019 0 10-5 0 2 -63.533 S NAME0 000 0 038 0 2.480 0.662 1.89 0.038 0.598 # . 0-5 B 0.019 0.090 5.90 q,513 0.090 46 1.425 966 -0 # #NAME? . 0.053 . 0.071 -4.169 0.182 0.864 0.109 -2.296 #NAME? NA 0.0 006 0 5 10 9 0.023 0.030 -1.752 0.077 0.371 0.0 . ME? 0 006 198 -0 6.310 -0.052 -5.248 -0.094 0 -2.029 X . - 10-6 1 0.015 -0.471 15.010 -0.125 -12.480 -0223 -4.828 #NA . . ' ' 0. 0 0 0 0020 t0E 8 3 33 5 0 004 0 020 -0 0078 24.890 5.015 38.440 -0.265 3.046 . 0-6 3 0.008 0.075 0460 - 2108 6.160 -0. 12 10 280 - 160 -1 . 0009 . -0.02 4 0.155 -15430 31.360 -14.530 -0.022 -2.761 0.021 030 0 024 -0 10-6 4 -0.010 0.065 -6.487 13.780 -6.107 -0.0 . 013 0 026 -0 0.137 -9.005 51.070 -2.271 0.036 1.066 . . 1 0 6 5 -0.010 0.058 -3.785 21.470 -0.955 0.015 0.448 . . 027 0 119 0 -3.262 57.570 6.437 0.039 4.824 0.035 -0.02 - 1 6 009 -0 0.050 -1.371 24.200 2.706 0.016 2.028 0.015 . - 007 . 043 0 673 0 22.340 4.419 0.009 2.836 0.015 -0.019 10-b 10-6 7 . -0.019 0.103 1.602 53.150 10.510 0.022 002 6.747 403 5 0.036 032 0 -0. -0.007 . ~ 0.037 . 2.241 17.170 3.390 -0.001 2.271 0.014 0 0 -0.017 017 -0 10-6 B -0.017 0.089 5.331 40.860 8.065 -0. . 707 . 026 0 007 -0 0.033 3.357 10.230 -0.695 -0.011 0.297 . . 021 0 10-6 9 -0.017 0.078 7.987 24.330 -1.653 -0.026 17 0. 124 -6 . 022 0 . -0.009 0.029 4.210 6.690 -5.522 -0.009 -2.574 0 0.009 006 0 . - 021 -0 10-7 1 -0.021 . 0.069 10.020 15.920 -13.140 -0.0 . . 014 0 008 -0 0.027 5.148 0.834 -11.120 -0.002 -4.246 . . fi 10.7 2 0.021 0.066 12.250 1.985 -26.450 -0.003 05 -10.100 590 -8 . 007 0 . -0.006 0.024 2.683 -4.242 6296 0.002 -3.611 0.003 001 0 -0.01 004 -0 10.7 3 -0.016 . 0.056 6.384 -10.090 -19.740 0.0 . . 002 0 001 .0 0 023 3.389 -9 427 -8.336 0.015 -2.427 . . 10-7 4 0.004 0.056 8.064 -22.430 -19.830 0.035 1 -5.775 594 -7 . 000 0 . 0.230 . -0.289 -26.540 .15.990 62.790 -4.125 -13.680 0.001 0 003 0.121 09fi 0 11-1 1 0.121 -0.161 -14.710 -8.890 34.820 -2.28 . . 002 0 18 0 5 -0.226 -12.000 35.150 -19.810 -2.889 -13.760 . . 11-1 2 0.096 -0.125 -6.666 19.470 -10.900 -1.60 0 .7.658 . . 4 001 0 055 0 111 8 002 0 0 05 5 0.124 0.780 .620 1 -123.800 -1.266 13.290 . . 4 0.120 -0.227 19.520 20.780 00 -223 -2.26 fi 9 -23.60 110 12 8 . 000 0 . 0.24 6 0.004 -8.021 6.210 -40.730 -0.489 -21.540 0.000 000 0 0.20 073 0 11-2 1 0.133 0.006 -4.492 3466 -22.580 -0.2 . - . 000 0 07 0 017 3 -0 0.063 19.290 -0.070 0.063 -9.697 . . 2 2 142 0 -0.042 0.241 34.50 - -54.070 0.10 3 -16.970 . . 0 03 . 02 1 -0 9 6.074 -1.096 22.990 0.222 7.944 0.000 0.037 11- 3 . 062 0 -0.068 11.000 -2.448 41.630 0.37 9 14.310 0.000 . 00 . 16 4 -1 5 48 400 -66.520 -336 400 -7.092 -0.833 0.000 -0.004 1 }.2 4 . -0 013 -2.141 88.310 -158.000 -613.200 -12.96 0 -1.248 0.000 -0. . 16 8 .1 290 4 51 -135.600 -355.000 -7.128 -0.529 0.000 0.008 114 1 . 011 0 -2.140 93.540 -247.600 -646.600 -13.03 0 -0.548 0.000 0.00 . . 1 4 11-3 11 3 . 6 8 7 43 0 84 3 -6 2 0030 -0.02 8 0.01 9 33.350 97.610 37 790 0.223 -3.248 0.07 004 0 -0 042 -0 1 3 3 -0.06 0 026 60 24. 7.600 1 -69.970 . . 007 0 02 -0 01 3 0 3 36.630 -124.300 -251.100 0.092 -0.790 . . - 11-3 4 -0.050 0.019 69.700 -225.000 -453.800 0.17 1 -1.96 . 8 . . Sql Vail's Front Door Spa Design Max P Max P Max P Max P Max P Maz P Max P Min P LP. in P l Min P tical Be V Min P nding (kip T min r (kip- orsi min r Tw • (kip- D i encectson ID J Section Axial Vertical Bending (kip T orsion (kip- Dphm. T wist (kip- Deflection Shear Axia i er S) ri) (KI 't, Bend in '1) (Kips) (Kips) tt) ft) Bendin tt) (inches) (Kips) (K ps) D 570 46 073 370 0 -24 -2.213 0.008 10-1 1 0.148 -20.300 .95.960 -46.940 0.161 -3.948 0.017 0.067 0.061 -10.000 8 308 . - 740 -35 . 260 -21 0 0.137 -10.290 0.006 10.1 2 0.173 -17.090 .74.030 -44.860 0.306 0 272 -22.450 040 .25 0.015 0 016 0.072 0.083 0.072 0.043 . - . -29.120 . -24.660 0.118 -11440 0.006 10-1 3 0.110 -13.850 -61.170 -51.520 . . . 021 0 091 0 021 0 •24.970 -29.900 0.054 -17.770 0.008 10.1 4 0.060 .13.120 -52.710 -67.170 0.128 45 -40.340 890 -16 . 010 0 . 176 0 . -0.079 -65.100 -56.710 -0.099 -38.960 0.026 1p-2 1 -0.038 -4.531 -30.020 -25.260 -0.0 . . 017 0 . 100 0 -0 150 -37.160 -61.950 -0.151 -65.730 0.043 704 2 -0.068 -5.898 -17.260 -26.540 -0.071 5 -19.470 710 17 . 026 0 . 0 020 . -0.189 j14 -53.300 -0.245 -41.900 0.066 10-2 3 -0.066 -6.492 -0.296 -22.590 -0.11 . - . 0 036 . -0 007 -0 173 40.710 -27 .860 -0 214 -24 .230 0.089 10.2 4 .0.080 -4.613 16.460 -11.850 -0.105 00 -10.260 900 . 043 0 . 0 012 . -0.172 63.460 -1 5 10-2 5 .0.081 -2.861 26.290 .0.1 . 73 . 047 0 . 015 0 171 -0 1200 -1.806 -0.178 -2.472 0.114 10-2 6 2.730 -0.942 -0.083 1.1 325 8 . 045 0 . 022 .0 . .0.145 59.990 27.070 -0.119 20.240 0.108 1p-p 7 -0.067 25.100 11.150 -0.056 . . 039 0 . 0 30 -0 116 -0 . 35.720 39.990 -0.078 29.530 0.094 2 10 8 -0054 4 15.020 16.580 -0.034 05 12.220 000 15 . 031 0 . 0 012 . -0.082 13.270 -8.991 521390 -0.017 36.140 0.075 1 p-2 9 -0.037 -3.690 21.800 .0.0 . 90 . 025 0 . 012 0 94959 -52.450 45.270 -0.050 28.680 0.059 10- 2 10 - 0.041 1 - 21.860 18.830 -0.017 5 11.8 4 796 . 022 0 . 018 -0 2.592 -76.690 18.980 -0.046 114730 0.053 10.2 11 -0.037 -32.000 7.825 -0.01 . 17 . 023 0 . 045 -0 -8.646 -79.930 -22.840 0.041 -4.773 0.055 10-3 1 -0.026 -33.380 -9.706 0.023 -2.1 846 9 . 026 0 . 053 .0 0 .809 -3 -71.030 -9.390 0.061 -23.250 06062 10.3 2 -0.017 -29.660 .036 0.031 . - 16400 . 0 032 . -0 049 .660 .12 -44.960 .870 -51 0068 . -38.930 0.075 10- 3 3 -0.012 -18.720 -21.830 0.032 005 - - 790 16 . 039 0 . 045 -0 -19.030 -7.440 5.670 -7 0.006 -39.870 0.093 10-3 4 -0.014 -7.987 -2.967 -31.820 0. . - 7 550 . 048 0 . .0 043 11 1 -17830 22.210 -71.750 0.013 -41.710 10-3 5 -0.011 -7.480 S .464 -30.160 0.008 010 . -1 15 540 . 0 056 4 •0.040 -14.990 46.870 -59.900 0.019 -36.960 0.133 103 6 .0.008 -6.288 19.810 -25.170 0. . - 0 . 0 061 -0 039 -71.010 52.350 -36.960 0.031 -27.050 O.t44 10-4 1 -0.004 -4.616 22.100 -15.510 0.014 011 0 -11.36 028 -6 . 069 0 . .06036 -8.042 73.240 -18.010 0.024 -14.380 0.163 10.4 2 -0.002 -3.371 30. 860 -7.539 . . 232 0 . 0 155 -0 021 -2.776 53.900 0.998 0.072 -0.727 0.111 1p-q 3 0.000 -36910 75.260 11295 0.074 11 - . 13 990 . 183 0 . -0 013 -0.333 37.850 .989 8 0.005 5.907 0.077 10-4 4 0.004 -0.812 894970 21.300 0.0 . 130 7 0 0 182 . 072 -0 0.004 1A71 35.960 1 6 .810 0.003 11.430 0.077 10-4 5 04009 2.767 85.550 39.910 04007 04 2 . 37 750 . 0 175 . -0 012 0.006 2.517 30.700 23.580 0.002 15.890 0.074 70.4 6 0.014 5.971 71010 56.010 040 0. . 163 0 . 011 -0 0 008 3.498 22.550 28.480 0.002 18.560 0.069 10-4 7 0.020 8.306 53.660 67.680 0.003 2 44.100 44 280 . 148 0 . 010 -0 . 0.011 3.987 12.820 29.560 0.001 18.640 0.062 10.4 8 0.026 9.473 30.540 70.240 0.00 . . . 009 0 014 0 762 3 3.796 24.620 0.002 15440 0.055 7 p.4 9 0.033 8.941 9.084 58.520 0.004 4 36.690 13 220 0.132 124 0 . - -0 009 0 0.016 . 2.585 0.384 13.110 0.010 5.570 0.052 10-5 1 0.039 6.143 0.975 31.160 0.02 . . 105 0 . -0 008 0 020 0.922 14617 -3.026 0.003 -0.359 0.044 10-5 2 0.047 24191 34896 -7.211 0.006 005 -0.868 973 -8 . 087 0 . 007 .0 9 04024 06328 7.537 .11.300 -0.001 3.770 0.036 10-5 3 0.058 0.781 17.980 -26.880 -0. 4 . 0 068 . .0005 0 033 3.228 15.590 -6.554 0.000 -3.296 0.028 10-5 4 0.080 7.682 37.130 -15.580 0.000 047 -7.837 249 -4 . 046 0 006 -0 . 0.038 5 486 10.540 -1.212 -0.019 -1.789 0.019 0-5 1 5 0.091 13.060 25.090 -2.866 -0 . . . 023 0 . -0 004 044 0 84142 -2.763 6.155 -0.062 -0.824 0.010 0-5 1 6 0.104 19.380 -6.567 74.670 .151 -0 381 -1.952 556 -1 . 001 0 . 005 -0 . 0.046 11.510 -26.790 25.020 -0.158 -0.657 0.000 10-5 7 0.110 27.380 -63.730 59.570 -0. . 5 . #NAME? . 008 0 038 0 2.480 0.662 -1.897 0.038 0.598 #NAME? 10-5 8 0.090 5.901 1.573 -4.513 0.090 109 1.42 296 #NAME? -2 . 0.023 . 0.030 -1.752 0.077 0.371 0.046 -0.966 #NAME? 10-5 9 0.071 4.169 0.182 0.884 0. . #NAME? 015 0 471 -0 15.010 -0.725 -12.480 -0.223 -4.826 #NAME? 10-6 1 -0.198 6.310 -0.052 -5.248 -0.094 4 .2 .029 030 0 001 -0 . 002 -0 . 0.082 35.670 5.430 -1 138.000 -0.228 0.013 0.000 10-6 2 0.196 84.860 -360710 328.300 -0.5 1 . . 010 0 . 008 -0 075 0 -10.460 -2.108 -16.160 -0.112 -1.280 0.004 10-6 3 0.178 -24.890 -5.015 -38.440 -0.265 0 022 -3.046 761 -2 . 021 0 . -0.010 . 0.065 -6487 13.180 -6.707 -0.010 -1.160 0.009 10-6 4 0.155 -15.430 31.360 -14.530 . - . . 0 030 -0 010 0 058 -3.785 21.470 -0.955 0.015 0.448 0.013 10-6 5 5 0.137 -9.005 51.070 -2.271 0.036 039 0 1.066 4 824 . 0 035 . -0.009 . 0.050 -7.371 24.200 2.706 0.016 2.028 0.015 10-6 0.119 -3.262 570570 6 437 . . 7 0 036 007 -0 043 0 0.673 22.340 4.419 0.009 2.836 0.015 10-6 7 0 .103 1.602 53.150 10.510 0.022 002 6.74 403 5 . 032 0 . -0.007 . 0.037 2.241 17.170 3.390 -0.001 2.271 0.074 10-6 8 0.069 5.331 40.860 B.O65 -0. . 7 . 0 026 -0 007 033 0 3.357 10.230 -0 .695 0.0 0.297 0.0 M 10-6 9 0.078 70987 240330 -1.653 -00024 17 0070 124 -6 . 022 0 . 009 -0 . 0.029 4.210 6.690 -5.522 0 . -0.009 -2.574 0 0.009 7 p.7 1 0.069 101020 15.920 -13.140 -0.0 . 100 0 . 014 0 0 008 -0 0.027 5.148 04834 -11.120 -0.002 -4.246 0.006 10.7 2 00064 12.250 1.985 -260450 -0.003 0 005 -1 . 590 -8 . 007 0 . -0.006 0.024 26683 -4.242 -8.296 0.002 -3.611 0.003 1 p.7 3 0.056 6.384 -10.090 -19.740 . . . 0 002 -0 001 0 023 3.389 -9.427 -8.336 0.015 -2.427 0.001 70-7 4 0.056 8.064 .22.430 -19.830 0.035 81 -5.775 594 -7 . 000 0 . 0.230 . -0.289 -26.540 -1 5.990 62.790 -4.125 -13.680 0.007 17-1 1 .0 161 -14.710 -8.890 34.820 -2.2 4 7 658 . 002 0 185 0 -0.226 -12.000 35.150 -19.810 -2.889 -13.760 0.003 11-1 2 -0.725 -6.666 19.470 -10.900 -1.600 55 . - 11460 . 0 002 . 164 0 -0.218 5.770 43.690 -120.600 -2.436 -20.450 0.004 11-1 3 -0.120 3.157 241280 .66.790 -1.3 - 290 13 9 001 0 . 120 0 -0.227 19.520 20.780 .223.100 -2.269 -23.630 0.002 11-1 4 -0.124 10.780 11.620 A23.800 -1 .266 75 . . 18 980 . 000 0 . 0 203 06001 -6.500 .042 5 -33.180 -0.401 -17.42) 0.000 11-2 1 0.012 -7.028 5.413 -35.150 -044 . - 97 . 000 0 . 142 0 -0.042 0.241 34.530 -54.070 0.103 -16.970 0.000 11.2 2 .0.017 0.063 190290 -30.070 0.063 2 944 7 . 0 000 . 0 062 -00068 11.000 -20448 41.630 0.379 144310 06000 11-2 3 -0.029 6.074 -1.096 224990 0.22 . 833 . 000 0 . 013 .0 141 .2 884310 -158.000 -613.200 .12.960 -1.248 0.000 11-2 4 -1.165 48.400 -86.520 -336.400 -7.092 128 77 -0. 29 . 0 000 . 0.011 . -2.140 91540 -247.600 .646.600 -73.030 -0.548 0.000 773 1 -1.164 51.290 -135.600 -355.000 . 1436 . 106 0 .0 027 0.032 -17.640 91.600 45.070 0.520 -0.787 0.068 11.3 2 0.054 -27.370 142.300 69.580 04813 346 0 - -4 942 . 111 0 . -0.029 00018 134350 97.740 -37.980 0.224 -3.359 06071 11-3 3 0.031 20.760 151.700 -58.600 6 . . 0 006 -0 023 013 0 38.630 -124.300 -251.100 0 .092 -0.79 0 0 .004 11.3 4 0.021 _ 60.100 -193.300 -390.500 0.142 03 . . . Design Strip Forces S100 Vail's Front Door Spa Design M Max M Max M Max M Min M I.P. Min M Min M Min M Mln M Min M Min M Min M M ax M I.P. Max M Max M Max i D flection Shear Azial Vertical (kip- g (kip Torsi Bend ectis n (kip- De Twi 11 ID Section Shear 7A. Vertical Bending Torsion (kip- Dphm. T p- wist (k e Ki (Ki s) (KIDS) „ ) n) B end in ) ) nc (Kips) (Kips) (kiD-1t) 7t) eendin 095 0 h) 605 -0 (inches) 001 0 ps ( -0.047 p 0.018 -44.730 -177.900 351.300 0.181 -1.407 0.001 11.4 1 .0.022 0.012 .24.980 -98.640 195.800 . . . 005 0 039 -0 0 013 -15.960 -18.010 91.740 0.124 3.373 0.008 71 .q . 2 -0.017 0.009 -9.101 51.500 0.064 050 0 1.635 952 3 . 009 0 . -0.032 . 0.010 6.374 3.402 -56.900 0.054 5.178 0.007 4 11 3 -0.022 0.014 5.903 -57.250 . . . 001 0 -0 031 0 009 37.880 -171.800 -289.800 0.034 14.070 0.001 11.4 4 -0.012 0.006 20.280 -156.500 0.018 022 0 6.412 7 790 . 0 003 . -0.029 . 0.008 -63.740 -135.300 441.000 0.045 17.590 0.005 11.5 1 -0.012 0.006 -33.640 229.100 0 . 0 . 0 065 010 -0 004 0 -12.280 470 76. 74.750 0.005 9.938 0.033 1 -5 1 2 -0.025 0.006 -23.580 R142 1450600 06009 025 19.84 639 8 . 068 0 . . 98.740 24.550 001 2 659 6 .035 .5 17 3 -0.021 0.004 12.760 38.630 -0. . 515 2 . -0001 000 0 0.000 -2.711 -7.437 -15.520 0.006 5.200 -0.001 11.5 4 1623 -11.420 0.004 . 512 2 -0001 . 0 001 0.000 .873 0 229 8022 -0.001 -7.341 -0.001 12.1 1 0.000 0.000 0.229 -2.238 0.000 . - 0 0 029 . 001 -0 000 0 .9.585 0 .13 12-1 2 -0 0.000 -21.740 -0.006 002 0 -10.63 -9 625 . 0 056 . 0.000 . 0.000 -5.638 37.950 -5.364 -0.001 -2.683 0.025 12-1 3 04 0.002 -12.860 -16.710 . - 0 57 . 076 0 70 001 moll -2.548 41.670 -3.555 0.000 -2.222 0.034 12.1 4 -0. 004 0.001 .5.765 92.220 -10.700 0.000 001 0 -7.0 116 -5 . 089 0 . -0.007 0.001 -0.418 43.950 -2.010 0.000 -1.939 0.040 12 -1 5 0 4 0.002 5 .1 97.1 10 -7.129 . - . 876 2 . 0 093 -0 001 0.001 1.576 42.210 -2.459 0.000 -1.554 0.041 12-1 6 -0.004 0.002 3.365 93.400 -4.397 -0.002 0 003 . - -0 480 . 0 089 . -0.001 0.001 3.404 35.700 -2.008 0.000 -1.076 0.040 2 1 1. 7 -0.004 0.002 38 .385 7 79.280 -1.454 . - . 705 2 . 079 0 001 -0 0.002 5.655 23.830 -7.176 0.001 -0.435 0.035 12.7 8 -0.004 0.004 12.230 54.210 3.582 0.001 0 002 . 590 6 . 065 0 . -0.001 0.002 6.259 7.530 -0.232 0.001 1.171 0.028 12.1 9 -0.004 0.004 73.710 18.310 6.022 . . 210 2 . 021 0 005 -0 0.005 11.940 -13.250 8.191 06001 8.307 0.049 12-1 10 -0.001 0.002 5.408 -6.935 1.177 0.001 001 0 . 905 2 . 014 0 . -0.005 0.005 70341 -34.950 9.364 -04001 8.591 0.034 .1 72 1 1 -0. 001 0.003 3.243 -16.700 2.913 . . 824 2 . 070 0 -0 005 0.006 2.067 -39.850 4.707 0.000 6.778 0.024 12.2 1 -0.001 0.003 00807 -18.720 20309 00001 0 002 . 002 2 0 004 0 . -0.006 0.008 -2.728 -29.450 7.280 0.002 3.792 0.010 12.2 2 -0.001 01004 -1462 -134540 4.6)8 . . 014 0 0 007 0 006 -0 0.009 0.807 -13.460 -1.540 04006 -0.022 0.003 12-2 3 -0.001 04005 04382 -6.370 -00623 0.003 003 0 . 723 -0 . 000 0 . -0.007 0.010 3.513 -18.330 -7.978 0.007 -0.804 0.001 1p_p 4 -0.001 00005 1 .704 -90051 -1 .731 . . 853 0 . 002 0 007 -0 0.0 12 6.51 0 -42.230 -5.695 0.008 - 0.943 0.003 12-2 5 -0.001 0.007 3.220 -21.320 .4.581 0.004 005 . - 091 0 . 0 008 . -0.008 04014 1.200 -61.420 -0.930 0.007 -0.450 0.015 12.2 6 -0.001 0.007 06456 -30.950 -0.767 0. . 322 8 . 0 076 007 -0 0.017 -9.598 -52.990 26.100 0.017 13.670 0.029 12.3 1 04000 0.008 -5.193 -264100 15.660 0.008 018 0 . -4 486 . 082 0 . -0.002 0.009 -8.019 12.060 -1.170 0.011 -0.474 0.044 12.3 2 -0.010 0.020 -154520 21.330 -8 409 . 8425 . 129 0 002 -0 0.005 -2.975 44.860 -6.065 0.072 -3.889 0.067 72.3 3 -0.016 0.013 -5.977 88.940 -13.470 0.017 031 0 - 868 -0 . 136 0 . -0.014 -0.006 2.473 38.570 -3.589 -0.014 -2.663 0.070 123 4 -0.040 -0.007 56060 76.370 -04264 . - . 367 0 . 088 0 -0 067 -0.028 8.629 1406 4:851 -0.136 6.385 0.091 123 5 .0.047 -0.030 7.850 4372 -4.316 -0.115 0 097 . 4 371 . 045 0 . -0.098 -0.050 4.045 -55.970 22.380 -0.198 8.641 0.085 123 6 -04041 -0.025 2.243 -27.070 12.280 . - . . 044 0 -0 030 -0.096 -1.770 -35.050 -48.280 -0.053 -29.030 0.082 12-4 1 -0.012 -0.044 -0.782 -17.420 -24.730 -0.031 015 0 -14.900 860 -23 . 090 0 . 0.015 -0.064 -2.526 3.099 -21.620 -0.016 -71.950 0.047 12.4 2 0.028 36 -5.093 6.429 -42.940 . . . 230 . 101 0 0 027 -0.067 -0.771 19.210 -10.820 0.030 -5.342 0.053 12-4 3 0.058 -0.139 -1.537 38.020 -20.610 0.074 058 0 -10. 482 6 . 099 0 . 0.035 -0.059 0.185 22.010 9.169 0.025 2.879 0.052 12.4 4 0.077 -0.121 0.613 42.650 18.480 . . 7 470 . 082 0 039 0 -0.058 1.944 13.800 189980 -0.022 8.440 0.044 1p_q 5 0.083 .0.112 4.062 25.020 38.010 -0.034 0 152 . 1 649 8 , 049 0 . 0.020 -0.069 7.214 5.211 14.340 -04097 5.769 0.032 12-4 6 0.029 -0.106 1.823 8.858 21.810 . - 7 . 6 . 041 0 004 0 -0.071 0.950 5.906 .440 7 -0.124 5.196 0.026 12.5 1 0.003 -0.109 1.477 9.960 11.410 0.195 272 0 7.88 4 670 4 030 0 . -0.007 -0.071 1.457 6.710 3.015 -0.172 3.019 0.019 1 2-5 2 14 -0.0 -0.110 2.318 11.080 44816 . . 71 . 900 2 . 020 0 024 -0 -0.055 4.334 B.SB7 0.946 -0.204 1.766 0.011 12-5 3 -0.035 -0.100 7.596 14.710 09891 -0.3 199 0 . 018 3 . 002 0 . -0.040 -0.063 10.990 -1.253 7404 -0.354 5.000 0.003 12.5 4 -0.029 -0.035 6.278 -0.593 -U.- 4.750 6 - 6 1 430 . 021 0 0 000 0.000 -8.990 10.050 -4.616 -0.001 -4.271 0.009 13.1 1 - - -0.002 - - 00000 -210250 23 -120500 -06003 0 000 . 340 -11 . 055 0 . 0.000 0.000 586 -6. 25.650 -4.532 0.000 -4.287 0.023 13.1 2 7 0003 0.000 -15.560 60.020 -12.080 . . 370 10 . 083 0 000 0 0.000 474 -4. 36.640 -4.221 0.000 .986 -3 0.035 13-1 3 -0.002 0.000 -10.560 85.780 -11.050 0.000 000 0 . - 991 -8 . 104 0 6 0.000 0.000 410 -2. 4 4.720 -3.488 0.000 -3.534 O.Odb 13.1 4 -0.002 0.001 -5.693 104.700 -8.984 . 0 7 465 . 114 0 000 0 0.000 0.004 46.070 -2.854 0.000 .3.047 0.049 13-1 5 70.002 0.001 0.003 1070900 .7.041 0.000 002 0 - 703 -2 4 114 0 . 0.000 0.000 4.094 44.320 -2.535 0.001 -1.283 0.049 13.1 6 70.007 0.002 9.640 103.900 -59493 . . 0 . 103 0 001 0 0.001 7.005 37.270 -1.182 0.001 -0.357 0.044 13.1 1 -04001 04002 16.540 870530 -2.027 0.001 001 0 -0.26 502 2 . 084 0 . 0.001 0.001 10.550 24.270 0.733 0.001 0.755 0,036 13.7 8 -00001 0.002 24.940 57.030 2.638 . 1 . 4 005 . 0 058 001 0 0.001 16.010 5.272 7.487 06001 1.390 0.025 73.1 9 -0.001 00003 370930 12.280 18.660 0.00 001 0 . 256 2 . 0.013 . -0.001 0.003 40 -59.150 21.190 0.001 5.920 0.030 13.7 10 04001 0.001 20.890 -240970 8.601 0 01 . 052 5 003 0 -0.001 0.003 90 -163.700 52 400 0.002 12.380 0.006 13.1 11 0.001 0.001 29.980 .69.100 21.790 0.0 002 0 . 0 310 . 000 0 -0.002 0004 20 -96.300 -21.340 0.001 0.859 -0.001 13.2 1 0.001 0.001 -18.820 -40.270 -8.900 . . 0 867 . 001 -0 -0 002 0.005 90 -3.211 0.002 -2.284 -0.001 13.2 2 0.001 0002 -10.710 .19.170 -1.179 0.002 003 0 . - -1493 . 000 0 . -0.002 0.005 00 46 -16.690 -6.703 0003 -4.077 0.001 13.2 3 0.001 0.002 -5.934 -7.529 -2.553 . 028 . 0001 003 -0 0.006 45 -4.818 -9.934 0.004 .7.216 0.003 13.2 4 0000 0.002 -1.908 -2.797 -4.276 0.003 005 -3 0 . 0.002 0.003 96 -6.334 0.005 5620 0.001 13.2 5 -0004 0.005 6.038 -2313 -7.857 4 000 0 -0.004 0.007 60 -17490 -15.830 0.006 -14.060 0.001 3.2 1 6 0.000 0.002 7.607 .8.991 -5.966 00 005 0 510 -5 . 001 -0 -0.005 0.007 1 50 -26.230 0.005 -0.001 13-2 7 0.000 0.002 12.980 -24.900 -10.220 . . . 001 0 -0 006 007 0 70 -111.100 -23.890 0.008 13-2 0.000 0.002 20.460 9.830 -9.206 0005 0 005 1.146 585 -2 . - 007 0 . -0.006 . 0.013 420 28.450 0.011 -10.260 0.016 13-3 1 -0.001 0.003 -30.070 -71.310 15.660 . . . 0 022 008 -0 014 0 700 0.232 .070 -8.377 0.050 733 2 -0.002 0.003 -22.740 2.704 0005 0007 760 -10 . 085 0 . 0.003 . 0.003 290 18.050 -6.854 0004 3.282 0.038 13.3 3 .0.010 0.016 .36.990 41.070 -20.220 . . 004 -0 0.004 30 0 42.010 -6.757 0.005 0.051 13.3 4 -0.013 0.018 -23.330 95.470 .18.920 0.008 004 0 500 -13 0 136 . -0.006 0005 25 2 57.590 -9.895 0004 -5.344 0.060 133 5 -0.015 0.022 -11.780 -24.710 . . 680 13 . 143 0 -000 7 0.00 7 01 4 59.120 -10080 0006 063 133 6 001 7 0026 .128 134.40 0007 038 0 . - 13630 . 136 0 -0.00 9 0.01 0 08 5 59.980 77.675 0.01 8 -6464 0.060 13-3 7 -0.024 0.036 16.380 136.100 -15.060 . 233 9 . 116 0 01 -0 0 0.01 3 12.03 0 45.430 -7.129 0.01 8 -44966 0.051 13-3 8 -0.02 6 0.043 27.780 102.70 0 -12.550 0.034 029 0 . - 904 -6 . 085 0 . -0.01 2 0901 6 19001 0 19.220 -4.541 0.01 8 3.317 0.038 73.3 9 -0.02 9 0.051 43.990 42.40 0 -5.138 . 8 . 614 3 . 0 022 -0.03 5 0406 0 64.33 0 -54.330 18.810 0.02 6 -0.587 0.050 13-3 10 -0.01 4 0.020 27.740 -22.60 0 5.146 0.01 044 0 . - 225 -0 4 007 0 -0.03 9 0.08 2 86.53 0 -201.300 4.935 0.08 3 3.698 0.016 - 13 3 11 -0.01 5 0.028 37 400 -86.02 0 -2.664 . . . Design Strip Forces 510 1 Vail's Front Door Spa Design Design Strip Forces V I P Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V l Be V ti Min V nding (kip Tor Min V m (kip- si in v Tv4 M~~ (kip- Den i". • - cecti o S Ma . . x Dial Vertical Bending (kip Torsion (kip. Dphm. Tw ist (kip- Deflection Sheer Pxial er ca It) Ki n) B ndin s I ) Kps) ID Section Shear fl fl) Bendin ft ( inches) (Kips) ( Kips) ps) ( 1 001 407 0 -1 -0.031 (Kips ) (Kips ) (Kips) ) 605 0 001 0 -0.047 0.019 -44.730 -177.900 351.300 0.18 . . 08 -0 025 11-4 1 0.022 - 0.012 -24.980 -98.640 795.800 340 7 0.095 065 0 . - 1 683 . 0.005 -0.039 0.013 -15.990 -17.890 91.830 0.124 3.345 0.0 . 11-4 2 -0 .018 0.009 -9.045 -9.227 0 5 . . 4 4 432 006 0 0?8 -0 11 4 0 009 880 37 800 5 1 -1 -289.800 0.036 14.070 0.009 0.012 0.006 20 200 .190 -58 300 135 -156.500 000 441 0 078 0.045 6. 17.590 . 0.005 . -0.01 4 4 -0.031 006 0 . 640 -33 . 590 -69 229.100 0.022 7.790 0.003 -0.029 0.008 -63.740 . - 1 . 1 7 11-5 1 -0.012 . . . 76 7C 7475( 0.005 9.938 r, o33 -0.025 0,006 035 27 740 98 24.550 -0.012 .659 0.035 -0.012 11 5 0 029 004 0 760 12 186.300 38.630 0.025 8.639 0.068 0 008 0.003 . 711 2 . 431 -1 -15.520 0.006 5 5.200 -0.001 0.00 5 11.5 3 4 - 0.000 . 0.000 . -1.623 -0.859 -11.420 0.004 007 2.515 694 -7 -0.001 001 -0 0.000 0.000 0.000 0.000 . - 0.188 , -0.002 -1.807 0.000 -1.925 -0.001 029 0 0.000 -0 005 12-1 1 0.001 0.000 0.897 -0.215 -8.260 -0. . . 0 013 005 -0 000 0 -21.740 39.410 15.380 -0.006 -10.630 . . 4 2 001 -0 0.000 -9.585 17.670 -3.790 -0.001 -2.652 . . . 1 .16710 25 0056 _Q.UQ 12.1 . 5.638 004 0 001 0 --5.765 92.220 -10.700 0.000 -7.057 0.076 0004 121 4 009 0 0.000 .548 -2 41.670 -3.555 0.000 -2.222 0.034 . - 04 . 002 0 035 -1 97.110 -7.129 - -0.001 -5.716 0.089 -0. 2-1 5 . 001 -0 0.001 -0.418 43.950 -2.810 0.000 -7.939 0.040 -0.0 . . 12-1 . 0 001 001 0 404 3 35.700 -2.008 0.000 -1.076 0.040 -0.004 72 7 -0004 0 002 7.365 79.280 -1.454 -0.003 -0.460 0.089 . - 1 . 002 0 . 655 5 23.830 -1.176 0.001 -0.435 0.035 -0.004 -1 8 004 -0 . 0.004 12.230 54.210 3.582 0.001 2.705 0.079 -0.00 0 . . 377 6 12-1 . 0 0 4 112 3 9 ? . - 001 0 002 408 5 -6.935 9. 0.001 2.210 .02 -0.005 121 2-1 10 . -0.005 0.005 940 11 -13.250 9 8. 0.00 8.307 0.049 -0. . . 824 010 0 -0 005 12 1 7 778 024 0 001 -0 0.003 0.807 -18 720 2.309 0.001 2. . 2-2 1 -0.005 0.006 2.067 -39.850 4.707 0.000 6. . . 2 94 006 0 -0 006 12 2 6 022 0 003 006 -0 0.005 0.382 6.370 0.623 0.003 0.0 . . 0 0 2 2 3 -0.006 0.009 0.807 -13 460 .540 - 0 006 -0. . 001 0 . 001 -0 005 0 1.704 -9.051 -1.731 0.003 -0.723 0.000 . - 007 - 4 007 -0 0.010 3.513 -18.330 -1.976 0.001 -0.804 . . 001 0 . 007 0 3.220 -21.320 -4.567 0.004 -0.853 0.002 -0. 12-2 5 . 007 -0 0.012 6.510 -42.230 -5.695 0.008 -0.943 0.003 . - 001 0 . 007 0 456 0 -30.950 -0.767 0.005 0.091 0.008 -0.008 12.p 6 . 008 -0 0.014 1.200 .61.420 -0.930 0.007 -0.450 015 0 . . - 007 . 017 0 . 98 -52.990 26.100 0.017 13.670 0.029 -0.007 7p-p 12-3 1 . 0.000 0.008 -5.193 -26.100 15.660 0.008 012 8.322 099 0 .01 6 0 043 0 -0. -0.010 . 0.020 -15.620 21.280 -9.004 00017 -4.830 0.083 -0.010 12-3 2 -0.001 0.009 -7.856 72.140 -0.177 0. . . 016 -0 OA 1 0 037 3 0.01 3 636 . 014 .0 0006 2413 38570 .3.589 0 014 2 663 0.070 . - 12 4 040 -0 0 007 5.060 76.370 0 264 -00 3 -0.868 0. . -0 032 019 -0 5.721 2.640 -2.216 -0.076 0.613 0.057 -0. 2-3 12.3 5 . -0.076 -0.036 10.270 2.445 3.591 -0.160 6.237 0.109 085 0 . -0 044 . -0.026 2.242 -27.820 12.300 -0.100 4.456 0.046 -0.041 12-3 6 -0.097 -0.050 4.046 -55.480 22.370 -0.196 8.590 . .0 030 3 015 0 1 -0.0 50 047 0 . 0 028 -0 036 -5 093 6.429 42 940 -0.015 23.860 0.090 . 1-6 2 2 0.015 -0.064 -2.526 3.099 -27.620 16 -11.9 . 6 2 1 2 0 035 12-4 0 6 82 099 0 0.035 -0.059 0.165 22.010 69 9. 0.025 2.879 0.05 044 0 039 0 2-q 1 4 0.077 21 0 0.613 42 650 18 480 0.058 034 0 . 77470 . 0.082 0.039 -0.058 1.944 13.800 18.980 -0.022 6.440 . . 12-q 5 0.083 -0.112 4.062 25.020 38.010 . - 1 1 0025 619 5 0 026 0.003 12-4 p O67 9 -0 ? 880 3 220 -0 9 926 0.048 0.003 -0.070 0.950 6.208 7.377 - 72 . 0 01 0 .0.008 2-5 6 .7 1 1 .717 8.577 3 . 7 -0.1 6 . 0 019 026 -0 12 5 2-5 3 1 -0.03 5 -0 13 -0.100 2 7.596 14.770 0.891 -0.371 0 355 2.900 032 5 0 020 0.003 0 024 -0.028 0.055 -0.035 4.334 6.233 8.58 -0.614 0.946 4.615 0.204 -0.198 .1. 76 2.966 1 430 0.002 027 0 . -0. 002 -0 12-5 4 .-0.041 -0.063 11.020 -1.240 7485 . - . 77 009 0 -0 002 0.000 -21.250. 23.440 -12.500 -0.003 . -1 . . 003 0 7 000 0 0.000 -8.990 10.050 -4.616 -0.001 -4.2 . 3 . -0 003 37 1 - , 19.1 . ? 0.02 + 0 002 0 000 10.560 85.780 -11.050 0.000 0 -10. 0.083 0.002 13-1 3 0.000 0.000 -4474 36 640 -4.22 0.000 0 000 -3.986 534 -3 0.035 044 0 . - -0.002 0.001 -5.693 104.700 -8.984 0.000 -8.991 0.104 .0.002 .0 0021 13.1 4 .0.000 0.000 -2 410 44.720 -3.488 . . . -0 002 6 . 001 0 014 . 000 0 000 0 4.094 44.320 -2.535 0.007 .283 - 0.049 . - 1 6 001 -0 0.002 9.640 103.900 -5.493 0.002 -2.703 0 03 . 001 0 . 001 0 7.005 37.270 -1.182 0.001 -0.357 0.044 -0 .00 13-1 7 . -0001 0.002 16.540 67.530 -2.027 0.001 -0.264 0.1 84 . 0001 . 2 3 6 1 13.1 00 001 0 OOOt 16.050 5.272 748 0.001 .390 0.025 0.00 9 001 -0 0.003 37.930 12.280 16.660 0.001 4.005 0.058 . 0 nni t3-7 . -0 00 00 0 001 001 0 29.980 69.900 21.790 0.001 5 052 0.003 0 001 13 1 19 001 -0 0.003 79.190 -163.700 52.400 2 0. 12.380 0.006 . 002 0 . 004 0 -45.320 -96.300 -21.340 0.001 0.859 -0.001 -0. 3-1 1 . 001 0 0 001 -18.820 -40.270 -8.900 0.002 0.310 0.000 . - . 0 005 990 -25 -45.160 3.211 0.002 -2.284 -0.001 -0.002 13-p 2 . 0 00 . 002 1 0 -10.710 -19.170 -1.179 0.002 -0.86J -0.001 -0.002 . 005 0 . 600 -14 -16.690 -6.703 0.003 -4.077 0.001 -0.002 13-2 3 . 00 0 . 002 1 0 -5.934 -7.529 -2.553 0.003 -1.493 0.000 -0.002 003 . 00 0 . 648 6 -4 -4.796 -10.140 0.004 -7.381 0.003 -0.003 19-2 4 . 00 0 . 002 1 0 -1736 -2.835 -3.928 0.003 -2.752 0.007 -0. 7 . 00 0 . 234 2 3 -2.583 -3.02 1 0.003 3.863 0.001 -0.003 13.2 5 . -0 00 . 006 3 0 7.035 -3.270 -8.646 0.006 -70.390 0.00 3 0.00 . . 12 6 13-2 . 1 . 4 000 00 0 2 12 980 -24.900 -10 220 0.005 -5.510 0.00 -0.005 13 2 7 -0 0 0 00 7 29.750 -53 790 -26 230 0.005 -15.320 0 001 0. 000 1 0 . 00 0 2 20.460 -49.830 -9.206 0.005 11 1 -0.001 -0. 3-2 8 . -0 00 6 0.00 7 47.070 -111.100 -23.890 0.008 -5.595 -0.00 . . 11 22 01 ' 13-2 . 7 1 6 2 -0008 01 0 4 -56.700 '49.820 0.010 0.377 0.050 -0.008 13-3 2 00 -0 2 000 3 -22.040 -78.640 04 2. 0.005 8 -2.0 0.02 0 010 . 01 0 6 -36.990 41.070 -20.220 0.007 -10.760 0.085 -0.01 3-3 3 . -0 00 3 0.00 3 -16.290 16.050 -6.854 0.004 -3.282 0.03 . 8 - 013 0 . 01 0 8 -23.330 95.470 18.920 - 0.008 -11.810 0.115 -0.013 13-3 4 . 00 -0 00 4 0 4 0.300 .1 42.010 -6.757 0.005 -4.148 0.05 . 1 - 15 . 02 0 2 -11780 130.800 -24.710 0.004 -13.500 0.136 -0.015 13-3 5 . 00 -0 . 6 0.00 5 -5.252 57.590 -9.895 0.004 -5.344 0.06 0 -0.0 . ' 9 13-3 . 09 09 0 0 7 85 59 980 7.615 8 0.0 -6.464 0.060 -0.024 13-3 7 00 2 4 0 03 6 16.380 136.100 -15.060 0.038 -13.630 0.13 6 -0. 010 . 01 0 030 3 12 45.430 -7.129 0.018 -4.966 0.051 -0.0 33 8 -0 02 . 6 0.04 3 27.780 102.700 -12.550 0.034 -9.233 0.11 6 -0. 012 0 . 01 0 . 6 19.010 19.220 -4.541 0.016 -4.317 0.038 -0.029 13-3 9 . .002 0.05 1 43.990 42 400 -5.138 0.029 -6.904 0.08 . 5 - 014 0 . 0 02 0 27.740 -22.600 5.146 0.018 -3.614 0.022 -0.035 13-3 13-3 10 -0.03 5 0.06 0 64.330 -54.330 18.810 0.026 0 083 -4.587 698 3 0.05 01 0 . 0 - 6 -0 015 . 0.02 8 37 400 -86.020 -2.664 0.044 -0.225 0.007 -0.039 13-3 11 -0.03 9 0.08 2 86.530 -201.300 4.935 . . . G Vail's Front Door Spa Design ID Max P Max P Max P Max P M- P Section Axial Vertical Bending (kip Torsion (kip- Dphm. T (Kips) (Kips) it) hl Bendin Max P Max P Min P I.P. wist (kip- Deflection Shear 1t) (inches) (Kips) -0 001 .022 814 0 0 Min P Axial (Kips) 0.012 Min P Min P min r Venical Bendrc)g (kip Torsi n, (kip- BeDphm. nding Twi it )(kip- Deflec (Kips) .001 -24.980 -98.640 195.800 0.095 -0.605 0 005 83 0 11-4 1 0.020 -39.020 -753.600 860 13 305.500 260 80 0.144 0.098 . - 2496 . 0.007 -0.018 0.009 -9.045 -9.227 51.340 230 37 0.065 033 0 106 2.769 . 0.006 1t-d 2 0.015 -14.210 . - 745 7 . 250 -57 050 0 3.952 0.009 -0.016 0.008 3.919 4.351 . - 300 157 . 019 0 6.695 0.007 11-d 3 0.014 010 0 5.903 31 410 . -89.770 . -242.600 . 0.029 9.690 0.001 -0.013 0.006 20.420 980 33 -50.940 670 -70 . - 232.200 . 0.023 8.192 0.003 11-4 4 1 . 009 0 . -52.000 -107.200 353.300 0.034 11720 0.004 -0.013 1 0.005 004 0 . - -12 440 . 77.010 75.950 0.005 70.150 0.034 11-5 2 . 0 007 -18.940 118.400 115.100 0.007 15.240 0.051 -0.01 09 . 003 0 . 040 7 99.640 23.890 -0.012 6.270 0.035 11 5 3 0.004 10.940 152.700 38.840 -0.018 10.750 0.054 -0.0 000 0 . 0 000 . -2.711 -1.431 -15.520 0.006 5.200 -0.001 11-5 4 000 0 -1.823 -0.973 -23.730 0.007 -0.257 -0.001 . 001 0 . 000 0 897 0 -0.215 -8.280 -0.001 -7.694 -0.001 11-5 1 . 000 0 0.188 -0.002 -1.807 0.000 -1.925 -0.001 . . . 12-1 . 78 25 ' 000 0 000 0 -5 638 31.950 -5.364 -0 001 -2.683 0.025 12 i 3 0 002 -72.860 70.60 0 16. -0.002 9.6 0.056 . 001 0 000 0 -2.548 41.670 -3.555 0.000 -2222 0. 2-1 4 001 0 -5.765 92.220 -10.700 0.000 -7.057 0.076 . - 001 0 . 001 0 -0.418 43.950 -2.810 0.000 -1.939 0.040 12.1 5 . 002 0 -1.035 97.110 -7.729 -0.001 -5.176 O.OB9 . - 001 0 . 001 0 576 1 42.210 -2ASg 0.000 -1.554 0.041 12.1 6 . 002 0 3.365 93.400 -6.397 -0.002 -2.876 0.093 . - . . 12-1 1 . 8 8 7 0 001 002 0 5.655 23 930 -?.876 0.001 -0.435 0.035 12 2-1 B 0.004 12 230 0 54 2 3.582 0 00 2.705 0.0 9 065 0 001 -0 . 0.002 6.259 7.530 -0232 0.001 1'171 0.0 021 0 12-1 9 0.004 13.710 18.310 6.022 0.002 6.590 . 0 049 . 001 -0 0.002 5.408 -6.935 1.177 0.001 2.210 . 014 0 12-1 10 0.005 11.940 -13.250 8.191 0.001 8.307 . 034 0 . 001 -0 0.003 3.243 -16.700 2.973 0.001 2.905 . 010 0 12.1 11 0.005 7.341 -34.950 9.364 -0.001 000 0 8.591 778 6 . 0.024 - . -0.001 .003 0 0.807 -18.720 2.309 0.001 002 2.824 002 2 . 0.004' 14-4 1 .006 0 2.067 .850 -39 450 29 4.707 280 7 . 0.002 . 3.792 0.010 -0,001 0.004 -1.462 -13.540 7 4.618 623 -0 0. 003 0 . 0.014 0.001 12-2 2 0.008 -2.728 807 0 . - 460 -13 . -1.540 0.006 -0.022 0.003 -0.001 0.005 0.382 4 0 -6.3 051 -9 . 731 -1 . 0.003 -0.723 0.000 14-4 3 0.009 010 0 . 513 3 . -18.330 -1.978 0.001 -0.804 0.001 -0.001 0.005 7 1.70 220 3 . 320 -21 . -4.581 0.004 -0.853 0.002 12.2 4 5 . 012 0 . 6.510 .422 -5.695 0.008 -0.963 0.003 -0.001 0.00 007 0 . 456 0 . -30.950 -0.767 0.005 0.091 0.008 14.4 6 . 014 0 1 200 . -61.420 -0.930 0.007 -0.450 0.015 -0.001 00 . 008 0 . 193 -5 -26.100 15.660 0.008 8.322 0.016 14.4 1 . 017 0 -9.598 -52.990 26.100 0.017 13.670 0.029 0.0 1 . 009 0 . 856 -7 12.140 -0.177 0.012 0.099 0.043 12-3 2 . 020 0 -15.620 21.280 -9.004 0.017 -4.830 0.083 -0.00 0 002 . 005 0 . -2.975 44.860 -6.065 0.012 -3.889 0.067 12-3 3 . 0,013 -5.977 88.940 -13.470 0.017 -8.425 0.129 1 . - 019 -0 . 009 -0 3.673 59.250 - -6.294 -0.020 -4.593 0.108 12 3 3 4 -0.005 4.304 63.9 60 1.359 -0.027 0.290 0.1 3 58 . 075 -0 . 034 -0 10.200 2.605 3.070 -0.158 5.885 0.109 14- 3 5 -O.Oi9 5.236 2.374 -1.348 -0.078 1.199 0.0 45 . 098 -0 . 050 -0 4.045 -55.970 22.380 -0.198 8.641 0.085 14. 6 -0.025 3 2.24 -27.010 12.280 -0.097 4.371 0.0 4 . 030 -0 . 096 -0 -1 770 -35.050 -48.280 -0.053 -29.030 0.082 14.3 1 -0.044 -0.782 -17.420 -24 730 -0.031 -14.900 0.04 7 . 028 0 . 136 -0 -5.093 6.429 -42.940 -0.015 -23.860 0.091 12-4 4 2 -0.064 -2.526 3.099 -21.620 -0.016 -11.950 0.04 53 . 058 0 . 139 0 - -1.537 38.020 -20.610 0.076 .230 -1 0.101 12- 3 067 -0 -0.771 19.210 -10.820 0.030 -5.342 0.0 . 077 0 . 121 -0 0.613 42.650 78.480 0.058 6 6.482 0.095 14_q 4 . -0.059 0.185 22.010 9.169 0.025 2.879 0.052 4 . 083 0 . 112 -0 4.062 25.020 38.010 -0.034 17.470 0.08: 12-4 5 058 -0 1.944 13.800 1 .980 8 -0.022 8.460 0.04 . 046 0 . 127 -0 2.371 7.377 27.270 -0.171 11.310 0.05E 14-q 6 . 068 -0 1.788 5.505 14.150 -0.097 5.642 0.032 . 0 017 . 131 -0 1.717 8.577 13.880 -0.220 9.926 0.04E ` 12-4 1 . -0.070 0.950 6.208 7.377 -0.725 5.719 0.026 1 . 003 -0 . 131 -0 2.696 10.390 5.105 -0.301 5.529 0.03 . 12-5 2 -0 071 1.477 6.959 3.064 -0.174 3.009 0.0 9 . 034 0 . 100 -0 7.573 14.630 0.813 -0.371 2.872 0.02( 12 5 3 055 •0 4.372 0.716 1.075 -0.204 1.812 0.011 . - 040 0 . 063 -0 10.990 -1.253 7.404 -0.354 5.000 0.00: 12-5 4 . -0.035 6.273 -0.593 6.750 -0.199 3.018 0.002 1 . - 000 0 . 000 ' 0 -8.990 10.050 -4.616 -0.001 -4.271 0.00! 12-5 1 000 0 -21.250 23.440 -12.500 -0.003 -11 430 0.02 . 0 0 00 . 000 0 -6.586 25.650 -4.532 0.000 -4.287 0.02: 19.1 2 . 000 0 -15.560 60.020 -12.080 0.000 -71.340 0.055 . 000 0 . 000 0 -4.474 36.640 -4.227 0.000 -3.986 0.03! 13.1 3 . .000 0 -10.560 85.780 -11.050 0.000 -10.370 O.OB3 6 . 000 0 . 000 0 -2A10 44.720 -3.488 0.000 -3.534 0.04 15.7 4 0.001 5.693 704.700 -8.984 0.000 -8.991 0.10 1 d . 000 0 . 000 :0 0.004 46.070 -2.854 0.000 -3.047 0.04 11 3- 5 001 0 .003 0 107.900 -7.041 0.000 -7 465 0.1 . 000 0 . 000 0 4.094 44.320 -2.535 0.001 -7.283 0.04 1 1 3- 1 13 6 . 0.002 9.640 103.900 -5.493 0.002 -2.703 0.114 103 0 . 001 0 . 0.001 7.005 37.270 -1.182 0.001 -0.357 0.04 03 - 13-1 7 0.002 16.540 87.530 -2.027 0.001 -0.264 . 084 0 . 0 001 0.001 10.550 24.270 0.733 0.001 0.755 0. 0 02 13-1 8 0.002 24.940 57.030 2.638 0.001 2.502 5 . 0 058 . 001 0 0.001 16.010 5.272 7.481 0.001 1.390 . 07 0 13-1 9 0.003 37.930 12.280 18.660 0.001 4.00 0 . 030 0 . 001 0 O.ODt 20.090 -24.970 8.601 0.001 2.256 . 00 0 13-1 10 0.003 49.540 -59.150 21.190 0.001 5.92 . 006 0 . 001 0 0.001 29.980 -69.700 21.790 0.001 5.052 . 00 0 1 11 .003 0 71.190 -163.700 52.400 0.002 12.380 . 001 0 . 001 0 001 0 -18.820 -40.270 -8.900 0.002 0.310 . 13. 1 0.004 -45.320 -96.300 -21.340 0.001 0.859 . - 07 . 001 0 . 002 0 -10.710 -19.770 -1.179 0.002 -0.867 -O.OC 13-2 2 0:005 -25.990 -45.160 -3.211 0.002 -2.284 -0.0 1 . 001 0 . 00 0 2 -5.934 -7.529 -2.553 0.003 -1.493 O.OC 13-2 3 0.005 -14.600 -76.690 -6.703 0.00 3 -4.077 0.00 3 . 001 0 . 00 0 2 -1.736 -2.835 -3.928 0.003 -2.752 O.OC 13.4 4 0.OD6 -4.648 -4.796 -10.140 0.00 4 -7.381 0.00 03 . 00 0 . 00 1 0 3.234 2 -2.583 -3.021 0.003 -3.863 0.0( 13-2 5 0.006 .035 7 -3.270 -8.646 0.00 6 -10.390 0.0 . 000 . 00 0 0 2 7.601 -8.991 -5.966 0.004 -5.224 0.0( 1- 32 6 0 .007 77.260 -17.490 -5 11 .830 .00 0 6 -14.060 0.001 1 00 0 . 00 0 0 2 12.980 -24.900 -10.220 0.005 -5.510 -0.0( 3.2 1 7 0.007 29.750 -53.710 .230 - .00 0 5 -15.320 -0.00 1 . 0 00 . 00 0 0 2 20 460 -49.830 -9.206 0.005 -1.146 -0.0( 13.4 8 007 0 47.070 -111.100 -23.890 0.00 8 -5.595 -0.00 . -0 0 0 . 00 1 0 3 30 070 -71.310 15.660 0.005 -2.585 0.0( 13.4 1 . .013 0 -68.420 -160.900 28 450 0.01 1 -10.260 0.016 0 . -000 . 00 2 0 3 -22.740 -18.640 2.704 0.005 -2.018 0.0. 13-3 2 0.014 -51.700 -41.820 0.232 0.01 0 -8.377 0.05 BS 00 -0 . 00 3 0 3 -16.290 18.050 -6.854 0.004 -3.282 0.0: 13-3 3 3 3 0.016 -36.990 41.070 -20.220 0.00 7 -10 760 O.O 115 0 . -0 00 . 4 0.00 4 -10.300 42.010 -6.757 0.005 -4.148 0.0! 1 - 1 3 4 0.018 -23.330 95 470 -18.920 0.00 8 -11.810 . 0 136 . 00 -0 00 6 0 5 -5.252 57.590 -9.895 0.006 .344 -5 O.O 13- 5 5 0.022 -11.780 130.800 -24.710 1 0.00 4 3.500 -1 . 143 . -0 00 . 7 0 00 7 0.014 59.120 -10.080 0.006 -5.936 . 13-3 0.026 0.128 134 400 0 -22.7 0.00 7 -13.680 0. . 00 -0 . O1 9 O O 79085 59.980 -7.615 0.018 -6464 0 .0 ~ 13 3 7 0.036 16.380 136.100 1 -15.060 0.03 8 -13.630 0.136 16 . 01 -0 . 01 0 0 3 12.030 45.430 -7.129 0.018 -4.966 0.0'. 13-3 8 0.043 27.780 00 102. -12.550 0.03 4 -9.233 0.1 085 . 01 -0 . 01 2 0 6 190010 79.220 -6.541 0.018 -4.317 0.0 13-3 9 051 0 43.990 42.400 -5.138 0.02 9 -6.904 0. . 01 0 . 02 4 0 0 27.740 -22.600 5.146 0.018 -3.614 0.0. 133 . 10 . 060 0 64.330 -54.330 4 18.810 0.02 6 -4.587 0.050 . - 01 0 . 5 0 02 8 11 .400 -86.020 -2.664 0.044 -0.225 0.0 13 3 . 082 530 86 .300 -20 4.935 0 .OB 3 3.698 0.016 . - . 13-3 11 0. . Design Strip Forces St a3 Vail's Front Door Spa Design Max M I P Max M Max M Max M Max M Max M Max M Max M Min M I.P. Min M Min M Min M i Min M ki - i T Min M hm D - Min M Twist (kip- D Min M eflection . . Sh Axial Vertical ing Bend Torsion (kip- Dphm. T wist (kip- Deflexion Shear Axial p Vertical Bending (k p ors on ( . p ing N) (inches ) ID Section ear ki N N) Bendin N) (inches) (Kips) (Kips) (Kips) ft) N) (Kips) (Kips) (Kips) p- ) ( 75 007 0 0 034 001 -0 -2.649 3.928 -1.944 0.017 -4.471 0.000 14-1 1 0.087 -0.003 -5.779 8.231 7.595 0.024 -4.4 . 003 0 . 0 036 . 007 -0 2.051 7.356 -6.223 0.024 -4.841 0.007 14-1 2 0.092 -0.019 3.995 15.870 -4.900 0.051 -5.908 . . 098 0 . 020 -0 590 21 -10.370 2.745 0.091 -10 430 0.001 14-1 3 0.039 -0.007 10.770 -5.517 0.043 0.042 -6.172 0.001 . 103 0 . 058 -0 . 980 35 -85.870 -8.068 0.011 -14.870 0.000 1q-1 4 0.043 -0.022 17.720 -42.530 .3.917 0.016 -7.724 0.000 . 0 092 . 049 .0 . 740 .47 -120.200 -12.940 0.025 .14.780 0.004 14-2 1 0.039 -0.019 -23.350 -59.120 -7.235 0.020 -7.621 0.002 . 0 102 . 084 -0 . 040 -34 -26.490 -23.680 -0.051 .610 - 0.024 14-2 2 0.046 -0.032 -16.530 -13.080 -71.990 -0.004 -6.714 0.012 . 1 . 036 -0 . 250 -10 14.030 -8.733 -0.009 -7 -7.814 0.024 14.2 3 0.132 -0.093 -21.360 28.720 -18.490 .0.079 .16.290 0.049 0.06 081 0 . 053 -0 . 011 -6 27.850 -10.540 -0.004 .6.015 0.034 -p 7q 4 0.178 -0.130 -12.380 57.090 -22.290 -0.071 756 0 .12.810 140 -12 0.069 082 0 . 0.113 . -0.070 . -1.054 32.870 -9.562 -0.036 -5.546 0.040 1q-2 5 0.253 -0.177 -2.287 67.390 -22.700 . - . . 085 0 117 0 102 -0 2.626 29.910 -11.940 -0.025 -1.801 0.041 14-2 6 0.267 -0.245 5.752 60.780 -28.510 -0.132 0 512 -4.291 7 762 . 081 0 . -0.008 . -0.145 3.680 22.590 8.399 -0.202 3.546 0.039 p 1 q 7 -0.009 -0.341 7.236 45.780 17.340 . - . . 68 0 134 -0 088 -0 5 017 15.520 23.200 0.018 12.090 0.033 14-2 8 -0.300 -0.211 9.883 32.000 51.490 0.007 27.260 .0 . 131 0 . 017 -0 . 288 9 8.345 4 32.80 0.208 14.170 0.023 14-2 9 -0.302 -0.043 18.650 20.460 71.140 0.476 32.040 0.049 . . 140 0 . 022 0 . 280 28 -16.830 56.450 0.342 17.340 0.018 -2 14 10 -0.1 00 0 . 016 1 9.180 -10.310 .230 38 0.247 115 0 12.170 5 982 0.012 0 002 . - -0.193 . 0.056 . 55.190 -117.000 84.270 0.293 14.060 0.004 14.2 11 •0.080 0.022 25.930 -58.740 41.890 . . . 01 .0 129 101 -0 -5 826 -99.360 4.217 0.037 18.140 -0.002 14-3 1 -0.055 -0.043 -4.486 -49.190 -7.140 0.016 7.595 .0.0 . 0 112 . -0 070 . 860 13 10 -90.1 34.570 0.058 17.070 .0.006 14-3 2 -0.047 -0.030 4.356 -41.960 14.670 0.023 7.453 -0.003 . - 099 . 050 -0 . 710 30 00 -121.5 30.870 0.065 17.680 -0.006 14-3 3 -0.040 -0.022 11.750 -52.760 14.480 9 0.024 027 0 8.070 410 10 .0.003 001 -0 -0. -0.089 . -0.032 . 51.820 -193.900 -19.140 0.082 21.970 -0.002 14-3 4 -0.034 -0.016 20.870 -81.540 -5.62 . . . 027 0 001 -0 000 0 -8.386 9.232 -5.522 -0.002 -5.084 0.011 75-1 1 -0.002 0.000 -19.920 21.810 -13.500 -0.004 -12.420 . 7 . 000 0 . 000 0 387 -6 24.500 -7.728 -0.001 -6.147 0.028 15-7 2 -0.001 0.000 -15.170 57.960 -18.690 -0.002 -14.870 0.06 . 000 0 . 000 0 . -4485 36.190 -8.650 0.000 -6.664 0.043 15-1 3 -0.001 0.000 -10.650 85.650 -20.790 0.000 0 000 -16.020 -16 000 0.102 128 0 . 0.000 . 0.000 -2.306 43.070 -8.475 0.000 -7.036 0.054 75.1 4 -0.001 0.000 -5.478 101.900 -20.260 . . 6 790 . 145 0 0 001 0.000 -0.039 43.440 -8.831 0.000 -7.076 0.061 75-1 5 0.000 0.000 -0.095 102.800 -21.010 0.000 000 0 . -1 060 -16 . 0 152 . 0.001 0.000 1.877 41.880 -8.475 0.000 -6.810 0.064 15-1 6 0.000 0.007 4.454 99.130 -20.030 . . . 149 0 001 0 0 000 3.647 37.470 -8.328 0.001 -5.997 0.063 5-1 1 7 0.000 0.007 8.658 88.670 -19.600 0.000 -14.040 . . 001 0 . 000 0 4 fi57 27,810 -0.914 0.001 -4.403 0.058 75-1 8 0.000 0.001 11.050 65.770 -11.380 0.001 -10.190 0.138 . 0 001 . 000 0 . 928 5 15.670 -4.043 0.001 -7.365 0.051 15-1 9 0.000 0.001 74.070 36.930 -9.256 0.002 001 0 -2.982 827 4 0.721 064 0 . -0.001 . 0.001 . 11.070 -0.334 13.230 0.002 7.138 0.069 15-1 10 0.001 -0.001 7.947 0.031 9.133 . . 127 9 . 035 0 001 -0 - 0.001 10.500 -28.420 46.370 0.002 22.050 0.084 15-1 11 0.001 -0.001 4.442 -11.820 19.300 0.001 . 210 17 . 0 030 . -0 001 0.001 8.840 -30.760 76.100 0.003 41.400 0.071 15-2 1 0.000 -0.001 3.759 -12.890 31.690 0.001 . 890 7 . 025 0 . 001 -0 0.002 6.970 -44.650 82.200 0.003 43.030 0.061 15-2 2 0.000 -0.001 2.986 -18.820 34.200 0.001 001 0 1 . 800 14 . 0 023 . -0.001 0.002 6.694 -64.850 J1.710 0.004 35.600 0.055 IS-2 3 0.000 -0.001 2.875 .27.390 29.820 . . 489 . 023 0 -0 002 0 002 0.819 -83.190 27.040 0.005 20.650 0.056 15.2 4 0.000 -0.001 0.425 -35.200 11.120 0.002 8. . 0 026 . 002 -0 . 001 0 -6.474 -90.940 -23.270 0.005 -4.181 0.064 15-2 5 0.000 -0.001 -2.624 -38.570 -9.852 0.002 -7.756 425 . 031 0 . -0 002 . 002 0 -6.818 -79.560 -31.700 0.004 -22.720 0.077 15-2 6 0.000 -0.001 -2.781 -33.940 -13.310 0.002 -9. . 042 0 . 003 -0 . 003 0 -16.320 -72.890 -49.130 0.006 -17.620 0.101 15-3 1 -0.001 -0.002 .6.797 260 -20.240 0.003 -7.074 . . 003 0 . 003 0 260 -20 -26.010 -41.380 0.010 -23.120 0.136 15-3 2 -0.002 -0.002 -8.528 -72.240 -16.740 0.003 010 0 -9.209 670 -24 0.056 174 0 . . .0.002 . -0.002 . -8.739 10.080 -17.610 0.003 -9.819 0.072 15-3 3 -0.004 0.003 -20.730 24.680 -43.580 . . . 210 0 -0 002 -0 002 -6.986 32.160 -13.050 0.003 -10.420 0.087 15-3 4 -0.004 0.004 -16.480 76.590 -32.810 0.014 015 0 -25.870 310 -23 . 241 0 . -0.003 . -0.003 -4.906 47.040 .15.660 0.006 -9.517 0.101 15-3 5 .0.005 0.003 -11.610 111.700 -38.370 . . . 0 264 004 .0 003 -0 -3.175 57.660 -14.420 0.005 -9.026 0.110 15-3 6 -0.005 0.003 .7.501 136.700 -35.060 0.016 024 0 -21.770 060 -20 . 0 277 . -0.003 . -0.003 -0.466 59.370 -12.650 0.007 -8.579 0.115 15-3 7 -0.003 0.003 -1.705 740.700 -29.500 . . . 278 -0 003 004 -0 474 2 55490 .9.728 0.007 -5.306 0.116 15-3 8 -0.003 0.003 5.857 131.700 -22.140 8 0.026 0 040 -11.790 -0 688 0. 269 0 . -0.005 , -0.005 . 5.035 50.220 1.675 0.013 -0.762 0.112 15.3 9 -0.005 0.001 11.920 119.600 5 43 . . . 0 253 004 •0 006 -0 4.418 27.630 6.227 0.010 5.388 0.105 15-3 10 .0.002 -0.001 10.460 66.380 16.370 0.038 041 0 14.110 820 30 . 231 0 . .0.005 . -0.008 4.863 13.040 12.620 0.010 12.410 0.096 75-3 11 -0.004 -0.003 11.520 32.010 37.470 . . . 209 0 006 -0 015 -0 2.563 1.187 -24.420 0.017 -13.740 0.087 15.4 1 .018 -0 -0.015 5.943 3.279 -57.200 0.055 0 033 -32.1 70 -15 850 . 078 0 . -0.024 , -0.018 3.093 -8.847 -71.880 0.085 37.070 0.788 15-q 2 -0.011 -0.018 1.377 -4.100 -30.590 . . . 069 0 -0 026 .0 017 0.967 -10.460 -55.780 0.095 -29.540 0.768 15-4 3 .012 0 - -0.018 0.490 -4.989 -23.930 0.037 045 0 -12.730 804 .6 . 066 0 . .0.030 . -0.016 0.356 -4.339 -25.770 0.104 -14.420 0.147 15.4 4 -0 .0 14 -0.016 0.227 -2.597 -12.170 . . . 132 015 .0 017 -0 042 -0 2.637 0.911 0.047 .116 -0 0.054 1 5.4 5 -0.032 -0.009 -0.263 6.975 3.552 0.124 0.333 0 0. 0 115 . 015 -0 . 015 -0 . -0.346 10.460 17.390 0.071 4.954 0.047 15-q 6 -0.035 0.002 -0.793 28.020 27.530 0.182 12.02 . 097 0 . 012 -0 . 008 0 1.210 21.060 17.790 0.184 12.760 0.039 15.5 1 -0.023 0.063 3.296 53.380 40.470 10 0.463 784 0 29.470 30 070 . 0 072 . -0.020 . 0.041 6.046 22.680 9224 0.317 1 3 .050 0 .029 75.5 2 -0.041 0.146 15.000 55.680 19.9 . . 020 32 . 043 0 047 -0 0.086 9.834 7.434 1.563 0.425 13.730 0.017 15-5 3 -0.102 0.252 24.090 17.710 1.981 0 1.059 0 899 . 14 140 . 0 005 . -0.397 Ofi16 44.730 -50.810 -81.690 2.196 33.940 0.012 15-5 4 -0.179 0.245 18.520 -20.560 .34.58 . . 4 095 . 0 000 0 208 -0.079 -59.050 -65.800 -116.700 -0.977 9.328 0.000 16.1 1 0.109 -0.015 -25.020 -27.080 -49.070 -0.387 761 0 . 361 -3 . 002 0 . 0.069 -0.195 -4.788 5.530 -2.974 0.294 -1.670 0.001 76-1 2 0.138 -0.525 -10.790 11.490 . -5.593 . . 10 380 . 0 002 058 0 -0.195 0.525 3.968 -6.263 0.260 -5.250 0.001 16-i 3 0.132 -0.524 1.171 8.753 -12.310 0.685 321 . . 563 -6 . 0 001 . 0.284 -0.463 7.583 -13.040 2.647 0.806 -13.150 0.002 16.1 4 0.714 -0.179 3.193 -5.660 -0.197 0. . 18 . 001 0 0 260 326 0 -20.540 -38.870 -4 9.370 -1.345 -12.230 0.002 15.2 1 0.106 0.123 .8.296 -16.330 -27.200 -0.507 280 0 -5.9 533 -6 . 011 0 . .050 0 . 0.062 -3.151 4.709 -4.652 -0.097 -2.884 0.004 76-2 2 0.128 0.170 -7.574 13.640 -11.270 . - . 01. 0 2 037 0 043 0 1.446 9.631 0.476 -0.052 -1.078 0.005 16-2 3 0.092 0.175 3.801 24.030 -0.352 -0.149 020 0 -3.385 258 -4 . 001 0 . -0.103 . 0.044 5.957 -0.191 -9.850 -0.030 -6.624 0.001 t6-2 4 -0.069 0.029 4.187 -0.010 -6414 . - . 496 . 001 .0 008 0 -0.001 -7.013 -0.654 12.130 -0.001 •6.003 -0.002 17-1 1 0.003 -0.001 .2.955 -0.335 5.121 -0.001 -2. 1 840 . 062 0 . 001 .0 0.000 -9.598 20.950 -8.386 -0.001 -4.955 0.026 17.1 2 .002 -0 0.001 -22.820 49.710 -20.000 -0.001 . -1 . 117 , 0 000 000 0 172 -6 39.910 -9.240 0.000 -7.328 0.049 17.1 3 -0. 001 0.001 -14.670 94.770 -21.980 -0.001 001 0 -17.430 490 -19 0. 157 0 . 0.000 . 0.000 . -3.059 53.480 -9.743 0.000 .8.221 0.066 17-1 4 -0.001 0.001 -7.263 127.000 -23.120 . - . 620 . 177 0 000 0 0.000 -0.037 54.620 -10.600 0.000 -7.860 0.075 17-1 5 -0.001 0.000 -0.071 129.700 -25.070 50 0.000 0 000 -18. 690 .15 . 177 0 . 0.000 -0.001 3.944 51.810 .7.508 0.000 -6.591 0.074 17-1 6 -0.001 0.000 9.406 123.100 -17.6 . . . 157 0 0 000 001 -0 6.117 39.310 -4.959 0.000 -4.053 0.066 17-1 7 -0.001 0.000 19.340 93.330 -11.560 0.000 001 0 -9.403 790 -5 . 722 0 . 0.000 . -0.001 10.810 20.170 0.285 0.000 -2.543 0.051 17.1 B -0.001 -0.001 25.780 47.830 0.920 . . 3 . 033 0 -0 002 001 -0 46.610 -18.120 -2.798 0.002 -1.689 0.077 17-1 9 -0.001 -0.002 19.550 -7.521 -1.308 36 0.000 000 0 -0.82 0 526 . 0 014 . -0.002 . -0.001 65.760 -137.200 0.570 0.00 0 1.510 0.034 1 17- 10 -0.001 -0.002 2].580 -57.480 0.1 . . 0 060 . 0 002 -0 00 3 -0.002 94.680 -322.500 6 466 0.001 0.342 0.005 17.7 17 -0.001 -0.Ott 39.690 -135.200 2.633 0.000 . . . Design Strip Forces S104 Vail's Front Door ID Maz V I.P. Section I Shear Max V Max V Axial Vertical Bs (Kips) (Kips) (Kips) 14-1 1 0.034 -0.001 -2.649 14.1 14.1 2 3 0.092 0.098 -0.019 -0.020 36995 214590 14-1 4 0.103 -0.058 35.980 14-2 1 0.039 -0.019 -23.350 14-2 2 0.046 -0.032 716.530 14-2 3 0.061 -0.036 -10.250 14.2 4 0.081 -0.053 -6.011 14-2 5 0.113 -0.070 -1.054 14-2 6 0.267 .0.245 5.752 14-2 1 -0.009 .0.341 70236 14-2 8 -0.300 -0.211 90883 14-2 9 -0.302 -0.043 18.650 14.2 10 .0.224 0.038 38.880 14.2 11 .0.193 0.056 556190 14-3 1 .0.112 .0.089 -4.174 14.3 2 -0.112 -0.070 13.860 14.3 14-3 15-1 3 4 1 -0.099 -0.089 -0.001 -0.050 -0.032 0.000 30.710 51.820 -8.386 15-1 2 0.000 0.000 -6.387 15-1 3 04000 06000 -44485 15-1 4 0.000 0.000 .2.306 15-1 5 0.001 0.000 .0.039 15-1 6 0.000 0.001 4454 15-1 7 0.000 0.001 8.658 15-1 8 0.000 0.001 11.050 15.1 9 0.000 0.001 14.070 15-1 10 -0.001 0.001 12.640 15-1 11 -0.001 0 001 10.500 15.2 1 .0.001 04001 8.840 15.2 2 -0.001 0.002 6.970 15-2 3 -0.001 0.002 6.694 15-2 4 -0.002 0.002 0.819 15.2 5 0.000 -0.001 -2.624 15-2 6 0.000 -0.001 -2.781 15-3 1 -0.001 .0002 .6.797 15-3 2 -0.002 -0.002 -8.528 15.3 3 -0.002 -0.002 -8.739 15-3 4 -0.002 -0.002 -6.986 15.3 5 -0.003 -0.003 -4.906 15.3 15-3 15.3 6 7 8 -0.004 -0.003 -0.003 -01003 -0.003 06003 -3.175 -0 466 5.857 15-3 9 -0.005 0.001 11.920 15-3 10 -0.002 -0.001 0 10.46 15-3 11 -0.004 70.003 11.520 15.4 1 -0.018 -0.015 5.943 15-4 2 -0.024 -0.018 3.093 15-4 3 .0.026 .0.017 0.967 15.q 4 -0.021 -0.031 0.376 15-4 5 -0.015 -0.017 .0.042 154 6 .04019 -0.015 -0.346 15-5 1 -0.023 0.063 1296 15-5 2 -0.041 0.146 15.000 15.5 3 .0.102 0.252 24.090 15.5 4 -0.397 0.616 44.730 16-1 1 0.109 -0.015 -25.020 16-1 2 0.069 -0.195 -4.788 16-1 3 0.132 .04624 1.171 16-1 4 0.284 -0.463 7.583 16-2 1 0.10 6 0.123 -8.296 16-2 2 0.05 0 0.062 -3.151 16-2 3 0.09 2 0.115 3.801 16-2 4 -0.11 7 0.050 6380 17-1 1 0.00 3 -0.001 -2.955 17-1 2 .0 00 1 0.000 -9.598 17-1 3 0.00 0 0.000 .6.172 17-1 4 0.00 0 0.000 .3.059 17-1 5 0.00 0 0.000 -0.037 17-1 6 -0.00 1 0.000 9.406 17-1 7 -0.00 1 0.000 • 19.340 17.1 8 -0.00 1 -0.001 25.780 17-1 9 -0.00 2 -0.001 464610 17.1 17.1 10 11 .0.00 -0 .00 2 70.001 3 7 .002 65.760 94.680 Spa Design Design Strip Forces S105 Vail's Front Door Spa Design Max P Max P Max P Max P Max P Max P Max P Min P LP. Min P Min P Min P ki T Min P ion (ki - min r Tw Dphm min - ist (kip- D eflection ';i ID ction S Axial Vertical Bending (kip Torsion (kip- Dphm. T wist (kip- Deflection Shear Axial o p Venical Bending ( p rs it . Bendin it) (inches) e (Kips) (KIDS) try it) Bendin it) (inches) (Kips) (Kips) (Kips) it) ) 024 0 475 -4 0001 1 001 -0 649 -2 3 928 -1.944 0.011 -4.471 0.000 0.087 -0.003 -5.779 8.237 7.595 . 051 0 . 908 -5 0.003 14-1 2 . 007 -0 . 051 2 . 7.356 -6.223 0.024 .4.841 0.001 00092 .0.019 3.995 15.870 -4.900 745 2 . 091 0 . 430 -10 .001 0 14-1 14-1 3 . 007 -0 . 10.770 -5.517 0.043 0.042 -6.172 0.001 0.099 -0.020 21.590 -10.370 85 870 . -8 068 . 011 0 . -14.870 0.000 14-1 4 . 0.0 -22 17.720 -42.530 .3.917 0.016 020 0 -7.724 621 -7 0.000 002 0 0.103 0 092 -0.058 .0.049 35.980 -470740 . - -120.200 . -12.940 . 0.025 14.7 80 0.004 iq-2 1 -0.019 2 33 -59.120 -7.235 . . 714 6 . 012 0 . 0 102 084 .0 -34.040 -26.490 23.680 . -13.610 0.024 14-2 2 -0.032 -11.990 -0.004 0 009 . - 814 -7 . 024 0 . 0.132 . -0.093 21.360 28.720 -18.490 -0.079 -16.290 0.049 14-2 3 -0.036 14.030 -8.733 . - . 015 6 . 034 0 178 0 -0.130 .12.380 57.090 -22.290 -0.071 -12.810 0.069 14-2 4 -0.053 27.850 -10.540 -0.004 6 . - 546 5 . 040 0 . 253 0 -0.171 -2.287 67.390 -22.100 -0.156 -12.140 0.082 14-2 5 -0.070 32.870 -9.562 -0.03 . - . 041 0 . 267 0 245 .0 56752 60.780 -280510 -0.732 -4.291 0.085 14-2 6 -0.102 29.910 .11.940 -0.025 202 0 4.801 546 3 . 039 0 . 009 -0 . -0.341 7.236 45.180 17.340 -0.512 7.762 0.081 7 q-p 7 -0.145 22.590 8.399 . - . . 033 0 . 300 -0 211 -0 9 883 32.000 51.49 007 27.260 0.068 -0.088 1 15.520 23.200 0.018 0208 12.090 44110 . 0 023 . .0.302 . -0043 . 18.650 20460 71.14 0.049 -0.077 8.345 32.480 26300 . 0025 -0094 0.015 18.570 -10620 37.05 0.038 -6.500 77.300 0.559 293 0 14 060 004 0 -0 080 0.022 25.930 -58.740 41.89 0.056 -11700 8.270 . . 595 7 . - -0129 -0101 -5.826 4.21 U S -0.043 49190 -1.10 0.016 0 023 . 7453 -0 003 0112 -0.070 0 -0.030 41960 10 . 8070 . 0003 9 050 30 710 0 -0.006 -0.022 52.760 1 0024 27 10 410 001 -0 1 .820 0 -0.002 -0.016 -87.540 9 0.0 7 . 940 70 . 024 0 -0 001 0.000 -1.500 2 13.780 -8.788 -0.002 -7.539 0.077 0.000 19.080 -11.900 0.003 001 . - 13 080 . 0 059 . 001 0 0.000 -9.521 36.540 -11.480 -0.001 -9.122 0.042 15-1 2 0.000 13.290 50.740 -16.430 -0. . - . 089 0 . 0 001 000 0 -6.686 53.970 -12.870 0.000 -9.912 0.064 15-1 3 0.000 -9.335 80 .18.260 0.000 000 44.070 740 -14 . 0 112 . 0 001 . 0.000 -3.437 64.230 -12.620 .000 0 -70.480 0.081 15-1 4 0.000 -4.799 50 .17.780 0. . . 27 . 001 0 0 000 058 -0 66.800 -13.160 0.000 -10.550 .091 0 15-1 5 0.001 .0.083 020 -18470 0.000 000 0 -14.710 -14 040 0.1 133 0 9 0.001 . 0.000 . 20799 62470 .12.640 0.001 -10.770 0.095 1-1 5 6 0.001 3.901 780 -17.530 . . 0 . 0 130 001 0 0000 5.438 55.890 -12.440 0.001 -8.961 0.094 15.1 7 0.001 7.583 620 77 -17.130 0.000 001 -12.26 879 .8 . 121 0 . 0.001 0.000 6.942 41.490 -7.358 0.001 76.593 0.087 15-1 8 0.001 9.682 560 -9.912 00 . . 106 001 0 001 -0 8 838 23.400 -60066 0.001 .2.099 0.076 15-7 9 0.001 12.330 300 -8.043 0.001 0 002 -2.554 7 138 0. 0 089 , 0.001 0 -0.001 . 7.947 0.031 9.133 0.001 4.827 0.064 15-1 10 0.001 11.070 334 13.230 . . . 073 0 001 0 001 -0 627 6 -17.580 28.700 .002 0 13 .560 0.052 15-1 11 0.001 9.186 970 40.720 0.002 02 19.390 370 36 . 0062 . 001 0 . .0.002 . 5.614 .19.200 47.750 0.002 25.590 0.044 15-2 1 0.002 7.727 1 970 66.830 0.0 . 53 . 000 0 -0 002 4 465 -28.060 50.870 0.002 26.610 0.037 15-2 2 0.002 6.082 110 72.200 0.003 003 0 37.800 270 31 0.0 049 0 . 0 000 . -0.002 4.300 -40.850 44.350 0.002 22.010 0.034 15-2 3 0.002 5.838 770 62.990 . . . . 000 0 -0 002 0 656 -52.520 16.510 0.002 12.620 0.034 15-2 4 0.002 0.680 800 23.810 0.004 005 0 17.970 -3 665 0.049 0 056 . 0.000 . -0.003 . -3.884 -57.580 -14.700 0.003 -2.617 0.039 5-2 5 0.002 -5.718 540 -20.360 . . . 68 0 000 003 -0 -4 121 -50.720 -19.8 30 0.003 -14.010 0.047 15-2 6 0.002 -6.013 500 -27790 0.004 007 0 -19.970 590 .15 0.0 089 0 . .0002 . -0.003 . -10.110 -46.760 -30.050 0.005 -10.450 0.062 -3 1 5 1 0.004 .14.330 .590 -43.250 . . . 19 -0 003 .0 003 710 .12 .18.360 -24.770 0.005 -13.580 0.083 -3 15 2 0.004 -17.750 .340 .36.560 0.009 0 009 -20.490 870 .21 0.1 152 0 . -0.003 . 0.004 . -13.030 14.940 -26.050 0.004 .14.480 0.107 15-3 3 0.004 -18160 .760 .38.520 . . . 184 0 004 -0 004 .0 -10.430 47.920 -79.240 0.003 -15.400 0.130 5-3 4 0.005 -14.420 .140 -29.090 0.014 1 -22.860 560 20 . 0 212 . 005 -0 . -0.005 -7.319 70.130 -23.210 0.009 -14.110 0.150 15-3 5 0.004 .10.160 97.810 -33.840 4 0.0 . - . . 0 006 006 -0 737 4 85.990 721.400 0.008 -13.420 0.164 15-3 6 0.004 -6.564 119.700 -30.870 0.017 023 0 -19.130 510 -17 0.232 243 0 . - 005 -0 . -0.006 . -0.694 88.530 -18.910 0.010 -12.820 0.172 15-3 7 0.005 .0.968 123.300 .25.740 . . . 4 . 006 0 ---70 3 691 82.730 -74.610 0.009 -8,002 0.172 15-3 8 04004 5.127 115.400 -19.210 0.025 037 0 -10.160 387 -0 0.24 0 236 - . -0.008 .0.010 . 7.511 74.830 20330 0.019 -1.264 0.167 15-3 9 0.003 109430 104.900 5.045 4 . . 222 0 007 -0 -0 011 6.590 41.100 9.102 0.014 7.881 0.156 15-3 10 0.002 9.154 58.300 14.650 0.036 0 039 124620 27 260 . 0 203 . 008 -0 . -0.013 7.253 19.320 18.640 0.013 18.350 0.143 15-3 11 0.000 10.080 28.250 27.860 . . 0 . 184 0 . -0 013 025 -0 3.836 1.706 -36.480 0.024 -20.530 0.129 15-4 1 -0.009 5.178 2.964 -49.960 0.051 076 -28.09 360 .32 . 166 0 . 017 -0 . -0.029 2.073 -6.214 -45.690 0.049 .23.690 0.115 15-4 2 -0.011 2.675 -7.579 -62.620 0. . 750 5 . 148 0 . 019 -0 -0,030 0.752- -7.596 -35.790 -0.054 -19.050 0.103 15.4 3 -0.010 0.809 -8.897 -48.660 0.085 0 095 -2 . .12 660 . 132 0 . .0 021 .0.031 0.376 -4.184 -17.410 0.060 -9.729 0.091 15.4 4 -0.007 0.267 .3.388 -22.630 . . 409 . 116 0 .0022 -0 029 -0.043 3.609 1.199 0.068 -0.242 0.080 15-4 5 -0.001 -0.262 8.388 3.379 0.111 0 162 0. 10 580 4 101 0 .0.023 . .0.026 -0.519 15.230 16.920 0.105 7.356 0.069 15-4 6 00009 -00689 25.160 244210 0 . 660 25 . 0 085 019 -0 0.008 1.756 31.000 26.710 0.272 19.120 0.058 15-5 1 0.063 2.968 47.420 35.110 0.410 784 0 0 070 30 0 0 072 . -0.020 0.041 6.046 22.680 9.224 0.317 13.050 0.029 15-5 2 0.146 15.000 55.680 19.910 . . 020 32 . 043 0 047 .0 0.086 9.834 7.434 1.563 0.425 13.730 0.077 15-5 3 0.252 24.090 17.710 1.981 1.059 196 2 . 940 33 . 012 0 . -0.179 0.245 18.520 -20.560 34 0.899 14.140 15.5 4 0.616 44.730 -50.910 -81.690 . . 095 8 . 000 0 0 168 .0.024 -37.350 -40.190 -0.571 6.149 0.000 16-1 1 -0014 -51.660 -57.930 102300 .0.867 294 0 . -1 . 001 0 . 0.138 11490 0761 -3361 0.002 16-1 2 -0195 -4.788 5.530 . 250 5 . 001 0 0 1 .0.524 •1.171 8.753 0.685 -10380 0002 161 3 -0195 0.525 3.968 -6.263 0.260 0 321 . . 563 -6 . 0001 . 02 -0.463 7.583 -13040 1 0.806 -13150 0.002 6-1 4 -0179 3.193 .5.660 -0.197 . . 230 2 0 002 106 0 0.123 -8.296 16.330 -0.507 -5.918 0.001 16.2 1 0.326 -20.540 -38.870 4 -1.345 0 280 -1 . -6 533 . 0 011 . 0.050 0.062 -3.151 4 709 -2684 0.004 16-2 2 0170 -7.574 13.640 . - . . 12 037 0 0143 1 446 9.631 0.005 16-2 3 0.115 3.801 24.030 -0.149 034 0 -3 -7 0.0 . . 2.816 -0.018 -0.013 -2.899 0.007 16-p 4 0050 6.780 -0.187 . - 0001 008 0 013 -7 -0.854 -0.001 -6.003 -0.002 17.1 1 -2.955 -0.335 -0.001 -2.496 - . 001 0 . -14 300 31.240 -12 490 -0.007 -7.378 0.039 17-7 2 0.001 -19.990 43.540 -0.001 -10.390 0.054 103 . - 000 0 . 199 -9 59.500 -13.770 -0.001 -10.920 0.073 17.7 3 0.001 -12.850 83.020 J -0 001 001 0 -15.270 060 -17 0. 137 0 . 0.000 P . -4.561 79.710 -14.530 -0.001 -12.260 0.098 17.1 4 0.001 -6.362 711.300 . - . . 155 0 0 00 0 -15.810 0.000 -11.760 77-1 5 0.001 -0.059 113.700 0.000 001 0 -16.290 540 -13 . 155 0 . 0.00 0 5.875 77220 11210 0000 9843 0111 17.1 6 0.000 8.248 107.800 . . 195 . 138 0 0 00 0 12.090 58.600 0000 6066 17.1 7 0.000 16.960 81.76 0 0.000 001 0 -8. 024 -5 . . 16.710 30.070 0.398 0.001 -3.819 0.077 171 6 0.000 22.600 41.88 . . 068 0 00 -0 1 -0 00 3 29.120 -71.160 -1.985 0.000 -1.258 0.049 17.1 9 0.000 40.860 -15.92 0 0.002 000 0 -1.428 1 373 , 030 0 . -0.00 . 1 -0.00 3 41.080 -85.600 0.774 0.000 0.754 0.021 17-t 10 -0.001 77.660 .120.30 0 . . 338 0 . 004 0 00 -0 2 -0.00 4 59.120 -201.400 3.901 0.000 0.067 0.003 17-1 17 -0.001 83.020 -282.80 0 . 0.001 . . . Design Strip Forces 5106 Vail's Front Door Spa Design M P. Max M Min M I Min M Min M Min M Min M Min M Min M _ Min M Max M M I ax M Max M Max M Max M Max M Max S . h Axial Ventral Be g (kip To nd rsi (kip- B T d (kip- D wi il e n ID . Section Shear Axial Venical Bending Torsion (kip. Dphm. T ear wist (kip- Deflection hes) (Kips) i (Kips) (Kips) ;l fl, n n ) nches) ( Kips) ( Kips) (Kips) (kip-h) ft) B endin ft) ( 440 15 nc 0 007 -0.003 0.000 -101.300 -278.200 83.660 0.000 36.850 0.017 076 0 17.2 1 -0.002 -0.002 -42.420 -116.600 34.950 -0.001 . . 032 0 .0 003 0.000 .58.110 -86.450 28.830 0.001 22.020 . 17-2 2 -0.003 -0.002 -24.330 -36.260 12.090 -0.001 00 9.263 515 9 . 149 0 . -0.003 -0.001 -15.250 9.156 -0.797 -0.001 4.020 0.063 090 0 172 3 .0.0 03 0.000 -36.390 21.910 -0.607 0.0 . 891 . 215 0 -0.003 -0.002 -8.944 34.110 -1.214 -0.002 -0.778 . 172 4 -0.005 -0.001 -21.350 81.430 -2.924 -0.001 -1. 544 8 . 262 0 -0.003 -0.001 .4.428 49.750 -4.655 -0.003 -3.607 0.170 9 17.2 5 -0.003 -0.001 .10560 118.700 -11.090 -0.003 . - . 284 0 003 -0 -0.001 -0.015 54.620 -3.167 -0.001 -3.861 0.11 17.2 6 -0.003 -0.001 -0.020 1300300 -70451 -0.002 -9.101 886 4 . 275 0 . -0.004 -0.002 3.828 69.700 -2.577 -0.002 -2.105 0.115 100 17.2 7 -0.006 -0.002 9.132 118.600 -60003 -0.002 . . 238 0 003 -0 -0.001 8 402 40.320 5.236 -0.003 2.314 0. 17.2 8 -0.002 70.001 20.060 96.290 12.600 -0.005 7 5.647 790 17 6 175 0 . -0.002 0.000 12.850 15.930 13.690 -0.002 7.629 0.073 095 17-2 9 -0.002 -0.001 30.670 38.120 32.710 0 004 . . 040 0 001 0 0.000 50.630 -44.400 85.180 -0.006 28.920 - 0. 17-2 10 -0.001 0.001 21.210 -18.680 35.730 -0.003 12.140 345 7 . 010 0 . 0.004 0.002 74.280 -176.300 209.200 -0.008 17.390 0.024 012 0 17-2 17 0.001 0.002 31.110 3111 773.970 87.700 -0 . 004 . . 0 028 001 -0 0.000 -12.380 12.540 2.340 0.001 1.487 . 1 8-1 1 -0.002 0.000 0 - 29.790 5.510 0.003 3.491 975 2 . 087 0 . 0.000 0.000 -9.232 37 430 4.079 0.000 -1.234 0034 0 053 18.1 2 -0.001 0.001 -21.950 88.980 -9.755 0.000 . - . 126 0 001 -0 0.000 -5.836 49.230 -4.701 0.000 -2.954 . i8-i 3 -0.001 0.000 -13.870 117.000 -11.220 0.001 -7.060 441 9 . 157 0 . .0.001 0.000 3.134 60.290 -4.704 0.000 -3.957 0.066 073 18.1 4 - -0.002 0.000 -7.437 143.300 -11.230 0.001 . - . 174 0 001 -0 0.000 0.630 56.140 -6.393 0.000 -4.850 0. 18.1 5 -0.002 0.000 1.515 133.400 -15.250 0.000 -11.560 . . 0 8 181 0 1 ' ' 165 0 002 -0 0.001 7717 36530 -2.910 -0.001 -4.18 0.070 18-1 7 -0.003 -0.001 18.380 86.730 6.973 0.001 9960 203 7 . 147 0 . -0.002 -0.001 8.312 11.310 -2.079 0.000 -3,025 0.06 120 18.1 8 -0.004 -0.001 19.790 26.720 -4.999 0.001 . - . 054 0 004 -0 -0.001 21.300 -32.180 -13.430 -0.001 -5.553 0. 1 g_1 9 -0.002 -0.001 8.941 -13.430 -5.625 -0.001 -2,338 7 418 . 048 0 . -0.004 -0.001 14.640 -96.650 8.093 -0.001 -3.328 0.114 111 0 18.7 10 02 -0.001 6.152 -40.510 3 405 -0.001 - 0 127 . 047 0 005 -0 -0.002 6.175 -131.000 4.434 -0.004 -0.191 . 18-1 11 -0.003 -0.002 2.595 -54.970 1.824 -0.003 . - 1 796 . 050 0 . -0.005 -0.002 -4.874 -116.200 2.205 -0.003 4.448 0.118 1 g_2 1 -0.003 .0.002 -2.044 -48.760 0.840 -0.002 . . 0 058 005 -0 -0.002 -11.990 -77.770 4.046 -0.004 4.162 0.138 182 2 -0.003 -0.002 -5.030 -32.620 1.586 -0.003 1.658 1 103 . 070 0 . -0.005 -0.002 730 .30.050 2.844 -0.006 2.854 0.166 0 084 18.2 3 -0.003 -0.002 -6.182 -12.600 1.075 -0.003 . . 200 0 003 0 -0.002 -5.359 10.440 1.279 0.001 0.573 . 182 4 -0.006 -0.002 -12.770 24.880 3.303 0.002 1.583 096 0 . 231 0 . . -0.003 -0.001 -3.769 22.970 -0.327 0001 -0.039 0.097 1 6 18.2 5 -0.006 -0.002 -9.030 54.590 -0.569 0.001 . 5 . 257 0 003 -0 -0.001 -2.113 29.770 -0.336 0.000 -0.232 0. 0 18.2 6 -0.005 -0.002 -5.035 70.930 -0.630 0.000 001 -0.39 581 -0 . 272 0 . -0.003 -0.001 -0 493 31.670 -0.219 -0.001 -0.298 7 0.114 115 0 18.2 7 -0.005 -0.001 -1.174 75 480 -0.388 -0. . . 274 0 003 -0 -0.001 1.001 29.500 -0.292 -0.001 -0.33 . i g_2 8 -0.005 -0.001 2.389 70.290 -0.593 -0.002 003 -0.701 176 -1 . 262 0 . -0.002 -0.001 2.276 24.260 -0.504 -0.002 -0.526 0.110 098 0 182 9 -0.004 -0.001 5.427 57.800 -1.125 -0. . 608 1 . 235 0 -0.002 0.000 3.291 16.980 -0.493 -0.002 -0.699 . 18.2 10 -0.003 0.000 7.849 40.460 .1.122 -0.003 . - 915 1 . 195 0 -0.002 0,000 3.713 8.495 0.410 -0.001 -0.819 0.082 18.2 11 -0.004 -0.001 8.851 20.230 1.028 -0.001 . . . 0 000 008 -0 0.031 -5.206 4.818 -0.772 -0.054 -1.780 0.000 1 g_1 1 -0.031 0.059 -12150 11.930 -1.942 -0.135 7 -4.555 940 14 022 0 . 0.035 0.068 .306 2 .730 1 4 -37.040 0.194 -6.075 0.009 0 017 19-1 2 0.050 0.137 5.589 35.850 -89.430 0.38 . - . 040 0 005 0 -0.012 3. 386 - .480 1 5 1.549 -0.060 -2.859 . i g_1 3 0.070 -0.03 4 -8.095 37.580 3.287 -0.177 035 -7.151 863 -0 . 054 0 . -0.015 -0.013 -0.963 23.250 2.509 0.003 -0.278 4 0.023 026 0 19-1 4 -0.030 34 -0.0 -2.290 56.140 5.793 -0. . 667 1 . 063 0 -0.020 -0.011 1.602 26.660 1.451 0.023 -0.66 . 7 19.1 5 .040 -0 -0.026 3.838 64.210 3.393 0.021 49 . - 624 6 . 065 0 -0.017 -0.008 4.405 25.300 -4.853 0.030 -2382 2.782 002 025 0 19.1 6 -0.032 -0.010 10.530 60.840 -11.550 0.0 . - 580 13 . 060 0 -0.017 -0.008 7.709 17.660 -9 464 0.017 -5.728 . 20 19.1 7 -0.032 -0.017 18.420 42.540 -22.500 0.027 7 . - 120 22 . 048 0 -0.018 -0.010 12.360 7.744 -17.100 0.022 -9.331 0.0 030 0 19-1 8 -0.034 -0.019 29.530 18.770 -40.610 0.03 . - . 013 0 030 -0 -0.019 41.870 -27.920 -66.620 28 0.0 -30.700 . 19-1 9 -0.015 -0.010 17.530 -11.770 -28.020 0.017 -12.690 760 13 . 006 0 . -0.023 -0.015 55.980 -94.080 -138.700 026 0. -32.590 0.016 005 tg_1 10 -0.012 -0.008 23.440 -39470 -58.230 0.015 - . . 0 002 022 -0 -0.016 77.990 -200.800 -221.900 0 015 -12.630 0. 18.1 11 -0.011 .0009 32.650 -84.130 -93.050 0.009 -5.382 i . . 1 7 1 5 023 0 201 006 0 00 3 2 tfi9 IFFF 054 0 001 0 0.000 -8.36 28.810 0.8 3 0.000 3.45 . 20-i 2 0.002 0.000 9.890 - 68.510 2019 04 000 8. . . -06001 0265 047 0 201 -11 760 101100 1 0 7 670 0 112 0 -0.001 0.000 -1.893 45.490 0.323 0.000 . 0 05 20-1 4 -0.002 0.000 108.200 081 0.000 1 . 892 -2 . 123 0 -0.002 0.000 0.735 50.140 -1.130 -0.001 -1.207 . 20-1 5 -0.003 0.000 1.749 119.200 -2.734 -0.00 . . 8 7 20 1 -0 03 0 1 0 -1 1 1 1 000 054 -2 109 0 0 002 0.000 8.539 0 35.8 -4 625 0.000 -0 85 7 0 046 0 20-1 7 -0.003 0.00 0 20 3 30 85. -11,010 0. . 35 . 086 0 002 -0 0.000 13.290 17.680 -3.955 -0.001 -0.85 . 20.1 8 -0.003 0.001 31.600 42.010 -9.401 -0.001 00 -2.0 771 -0 . 024 0 . -0.004 0.000 47.420 -13.450 7.034 0.001 -1.814 0.057 2p.1 9 -0.003 0.000 19.940 -5.641 2.952 0.0 . . 201 .0 22's 001 0 358 -0 003 0 0.005 0.001 87.210 -244.200 14.470 -0.002 -0.796 0.006 0 1 20-1 11 0.000 36.680 -102.700 6.059 . . . 007 0 007 -0 -0.003 -92.450 -258.100 -30.340 -0.004 -23.130 . 2p.2 1 -0.004 -0.002 -38.880 06 .500 -1 -12.760 -0,002 000 0 -9.741 -6 392 . 0.031 . -0.008 -0.003 -55.570 -80.030 -21.220 0.000 -15.120 .074 0 2p-2 2 -0.004 -0.002 -23.370 -33.630 -6.957 . . 166 0 143 -0 ' 20 2 0 3 005 0 -2, 4 964 , 0.205 , -0.005 -0.003 8 361 32 830 4.202 -0.003 2 025 648 3 0.086 0 7 202 4 -0.009 -0 004 9.880 - 78,060 10.150 . 1 . 837 8 250 0 -0.005 -0.002 -4.441 47.020 4.213 -0.001 . . 0 114 2p.2 5 -0.010 -0.004 -10.550 117.900 10.190 -0.00 . 821 5 . 270 0 -0.005 -0.003 -0.082 57.290 3.225 -0.00 5 2.381 . 111 2p.2 6 -0.011 -0.005 -0.177 122.000 7.846 -0.009 . 75 . 264 0 006 -0 -0.002 3.964 49.770 -0.960 -0.00 2 -0.848 0. 2p_2 7 -0.011 -0.004 9.509 118.400 -2.739 -0.00 3 -1.8 890 12 0 . 228 0 . -0.006 -0.00 2 g 431 37.840 -9.858 -000 5 -5.464 0.096 2p_2 8 -0.011 -0.003 20.100 90.010 -23,370 -0.01 . - . ? 1 9 20 2 1 00 570 5 -15 038 0 -0.010 0 00 2 49.370 46.530 600 -10 0.0 0 0 -37 0 0.091 021 0 20.2 10 -0.005 0.00 0.710 .19.460 42.640 -0. . . 0 009 011 -0 00 0 7 81.220 -183.900 -230.200 -0.00 8 -19.850 . 2p.2 11 -0.006 0.00 3 34.090 -77.110 -96.630 -0.00 0 00 4 -8.346 280 1 -0 . 0.051 . 0.002 . 0.00 4 -1.892 4.323 -0.230 0.00 0 -0.096 259 0 0.021 0 022 21_1 1 0.005 0.00 6 -4.514 0.300 1 -0 .601 . - . 052 0 011 0 0.01 5 -0.867 12.780 0.331 0.00 . 2 . 21.1 2 0.022 0.03 2 -2.121 30.460 0.62fi 0,00 3 O.d58 . . 2.663 550 13 141 0 005 27 7 0.063 9 8 ? 1 8 8 002 0 093 0 0.09 2 21.910 -21.970 -19 760 0.21 . 5 . 21-1 4 0.037 0 04 95 8 9. 29 9, -8 04 0.09 00 6 5.85 997 0 5 . 003 0 . 0.015 0.00 3 -76.330 -180.800 236.800 0.00 0 14.210 0.00 22.1 1 0.007 0.00 2 -32.030 -75.770 98.570 0. . . ? 22 1 8 .38.290 3 7 00 2 '7 661 018 0 0029 0 00 2 43.150 25.260 65.020 0.00 8.4 4 0.042 0 02 i 22 3 0.013 0.00 00 0 -18. 00 -05 .330 2 0. . 060 016 0 -0 00 2 -12.730 70.320 12.760 0.00 65 5465 4 . - 22.1 4 0.035 -0.00 7 30.350 24.350 30.260 0 0.00 01 0 9 72.880 573 9 6 0. 0.074 . 0.018 . -0.00 4 -8.739 23.620 4.903 0.00 9 1.979 0 0.031 22.1 5 0.039 -0.01 1 -20.850 56.040 11.55 . . O O83 OmOI7 0.01 0 -5 Z06 29 .1.356 000 221 ' 1 0 01 139 0 -3 m 0.083 0.019 -0.01 4 -2.424 35.800 .1.125 -0.00 7.265 6 - 0 508 0.035 22-1 7 06045 0.03 5.807 2 0 850 2.810 . . 075 0 014 0 -0.01 8 0.027 33.990 -2.079 -0.01 . 6 - 22.1 8 0.035 -0.04 4 0.029 80.720 -5.047 2 -0.03 0 03 8 -1.312 874 9 1 . 0.059 . 00014 -0.01 9 2.493 .880 28 -0 416 -0.01 6 0.822 3 326 0.025 0 015 22-i 9 0.033 -0.04 5 5.898 68.610 -7.05 . - . 856 7 0 037 0.013 -0.01 8 5.326 22.710 3.268 -0.01 . 4 . 22.1 10 0.031 -0.04 4 12.640 53.940 7.733 -0.03 00 0 . 5 71 8 6 5 . 0.008 0.005 -0.01 2 3.762 10.650 2.077 0.00 2 2.409 0.003 22.1 11 0.011 -0.02 9 8.936 25.310 4.929 . . Design Strip Forces stogy' Vail's Front Door Spa Design Design Strip Forces Max V P. Maz V Max V Max V Max V Maz V Max V Max V Min V LP. Min V Min V Min V Min V i ki - T Min V - T hm D .Min V wist (kip- Min V Deflection Max Pear LP. Sh Section Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Dellecion Shear Axial Vertical Bending (kip p ors on ( ft . p Bendin /t) (inches) (Kips) (Kips) (Kips) (Kips) ft) fl) Bendin 1t) (inches) (Kips) (Kips) (Kips) ft) ) g 7 0 002 1 -0 002 -0 002 420 -42 -116 600 34.950 .0.001 15.440 0.007 -0.003 0000 .101.300 -278.200 83.660 0.000 36.850 0.01 076 . . 003 0 17-2 2 . -0 003 . -0 002 . 24 330 . -36260 12.090 -0.003 0.000 -58.110 86.450 28.830 0.001 22.020 0. 149 0 - . 002 -0 J 3 . 0003 . -0.001 . -15250 9156 4.020 0.063 -0.003 0.000 21 910 0.607 0.000 001 0 9.515 . . 4 -0.003 -0.002 -1.274 -0.002 -0.778 0.090 -0.005 -0.001 .21.350 81.430 118 700 2924 . . 003 -0 -8 544 0.262 -0.002 5 -0003 -0.001 -4.655 -3.601 0110 9 2 -0.003 005 0 -0.001 -0 002 025 -0 . 81.360 -4.728 . -0.002 . -5.763 0.177 -0.002 6 -0.002 -0.001 -0.074 714.300 -6.514 .0.001 -7.960 0. 4 275 0 - . 004 -0 . 002 -0 . 3 828 49.700 .2.577 -0.002 -2.105 0.115 -0.005 17-2 7 -04006 -0.002 9.132 118.600 -60003 -0.002 -4.886 . 238 0 . -0 003 . 001 -0 . 8 402 40.320 5.236 •0.003 2.314 0.100 -0.002 17-2 8 -0.002 -0.001 20.060 96.290 120600 -0.005 5.647 . 5 . 0 002 . 000 0 . 12 850 15 930 13.690 -0.002 7.429 0.073 -0.002 17 -2 9 -0 .002 -0.001 30.670 38.120 32.710 -0.004 17.790 0.17 . - 1 . 0 001 . 210 21 . 680 48 35.730 -0.003 12.140 0.040 -0.001 17-2 10 0.001 0.000 500630 -44.600 85.180 -0.006 28.920 00095 -0.00 . 002 0 4 31 110 0 970 -73 87.700 -0.004 7.345 0.010 0.001 17.2 11 0.004 0.002 746280 -1760300 209.200 -04008 17.390 0.024 00001 2 . 000 0 0 -29 440 . 29390 5 510 04003 30491 0.028 -0.007 18-1 1 -0.001 0.000 -72.380 126540 2.340 0.001 1.487 0.012 -0400 . 001 0 . 721 950 88 980 . -9 755 0.000 -2.975 0.081 -0.001 18-1 2 0.000 0.000 -94232 37.430 -6.079 00000 -1.234 0.036 -00001 . 000 0 . .13 870 . 117 000 . -11 220 0.001 -7.060 0.126 -0.001 18-1 3 -0.001 00000 -5.836 49.230 -4.701 0.000 -2.954 0.053 -00001 . 000 0 . -7 437 0 143 300 . -11.230 0.001 -9 44 .1 0.157 -0.002 18-1 4 -0.001 0.000 -3.134 60.290 _.704 0.000 -3.957 0.066 -0.002 . 000 0 . 630 0 6 140 56 -6.393 0.000 -4.850 0.073 -0.002 18-1 5 -0.002 0.000 1.515 133.400 -15.250 0.000 -11.560 0.174 -0.001 6 000 0 0 4 262 4 500 49 -6.117 -0.007 -5.768 0.074 -0.002 tB-1 6 -0.003 0.000 10.160 117.600 -14.610 -0.007 -12.310 00176 0 165 -00001 -0 002 . 001 -0 0 717 7 . 36.530 -2.910 -0.001 44181 0.070 -0.003 18-1 7 -0.003 -0.001 18.380 86.730 -6 973 -0.001 -9.960 03 . 147 0 . -0 002 . 001 -0 . 8.312 11.310 -2.079 04000 -3.025 0.062 -0.003 18-1 8 -0.004 -0.001 19.790 26320 -4.999 0.001 . -72 553 5 . 0 128 . 002 -0 . -0 001 8.941 -130430 -5.625 -0.001 -2.338 0.054 -0.003 18-1 9 -0.004 -0.001 21.300 -32.180 .13.430 -0.001 . - 3 328 . 114 0 . -0002 . -0 001 6.152 -40.510 3.605 -0.001 -1.418 0.048 -0.004 78-1 10 -0.004 -0.001 14.640 460650 8.093 -0.007 4 . - 191 -0 . 0 111 003 -0 . -0 002 2.595 -54.970 1.824 -0.003 0 127 -0.727 0.047 -0.006 18-1 11 -0.005 -0.002 6175 -131.000 4.434 -0.00 . 796 . 0 050 4 005 .0 . -0 002 874 -4 -116.200 2.205 -0.003 4.448 0.718 -0.006 18.2 1 -0.003 -0.002 -2.044 -48.760 0.840 -0.002 1. 658 1 . 0 058 . 005 -0 . -0 002 . -17.990 -77.770 4.046 -0.004 4.162 0.138 -0.004 18-2 2 -0.003 -0.002 -56030 -32.620 1.586 -0.003 7 003 . 1 103 . 070 0 . -0 005 . -0.002 .14.730 -30.050 2.844 -0.006 2.854 0.166 -0.006 18-2 3 -0.003 70.002 -6.182 -12.600 1.075 0. 001 . 0 573 . 086 0 . -0 006 -0.002 -12.770 24.880 3.303 0.002 1.583 0.200 -0.005 18-2 4 -0.003 -0.002 -5.359 10.440 1.279 27 0. 001 0 . -0 039 . 0 097 . -04006 -06002 -9.030 54.590 .0.569 0.001 04096 0.231 -0.005 18-2 5 -0.003 -0.001 -3.789 22.910 -093 0 000 0 . 232 -0 . 108 0 -0 005 -0.002 -5.035 70.930 -0.630 0.000 -0.395 0.257 -0.004 18-2 6 -0.003 -06001 -2.113 29.770 -0.336 7 0 001 0 . 298 -0 . 114 0 . 005 -0 -0.001 -1.174 75.480 -0.388 70.001 -0.581 0.272 -0.004 18-2 7 -0.003 -0.001 -0.493 31.670 0.219 . - 002 0 . -0 701 . 274 0 . -0.003 -0.001 1.001 290500 -0.292 -0.001 -0.337 0.115 -0.004 18-2 8 -0.005 -0.001 20389 70.290 -0.593 125 1 . - -0 003 . -1 174 . 262 0 -0.002 -0.007 21276 24.260 -0.504 -0.002 -0.526 0.710 -0.003 18-2 9 -0.004 -0.001 5.427 57,800 . - 1 122 . 003 -0 . -1 608 . 235 0 •0.002 0.000 3.291 16.980 -0.493 -0.002 -0.699 0.098 -0.003 18-2 10 -0.003 0.000 70849 40460 . - 028 1 . -0 001 . -1 915 . 0 195 -0.002 0.000 3.713 8.495 0.410 -0.001 -0.819 0.082 -0.002 18-2 11 -04004 -0.001 8.851 5 206 20.230 4 818 4 772 -0 . 054 -0 . -7.780 . 00000 -0.031 0.059 -12.550 11.930 -1.942 -0.735 -4.555 0.000 -0.031 9-1 1 1 -0.008 0.031 0 137 . - 589 5 . 35 850 6 430 -89 . 0.387 -14.960 0.022 04035 0.068 2.306 14.730 -37.040 0.194 -6.075 0.009 0.050 19-1 1 2 3 0.050 0 005 . -0 012 . 386 -3 . 154480 . 1.549 -0.060 -2.859 0.017 0.010 -0.034 -8.095 37.580 3.287 -0.177 -7.151 0.040 0 054 0.005 015 -0 9-1 19-1 4 . .0.015 . -0.013 . -0.963 23.250 2.509 0.003 -0.278 0.023 -0.030 -0.034 -2.290 56.140 5.793 51 -0.035 023 0 -0.863 -0 664 . 0 026 . 020 -0 19-1 5 -0.040 -0.026 3.838 64.210 3.393 0.021 -1.667 0.063 -0.020 .06011 1.602 26.660 1.4 853 4 9 0 030 . 782 -2 . 027 0 . -0.017 19-1 6 -0.032 -06018 10.530 600840 -11.550 0.049 -6.624 0.065 -0.017 -0.008 4.405 25.300 . - 9 464 . 017 0 . 728 -5 . 0 025 -0.017 19-1 7 -0.032 -0.017 18.420 420640 -22.500 0.027 -13.580 0.060 -0.017 -0.008 7.709 17.660 744 7 . - -17 100 . 022 0 . -9 331 . 06020 -0.018 19-1 8 -0.034 -0.019 29.530 18.770 -40.610 0.037 -220120 0.048 -0.018 .0.010 12.360 . 770 11 . 728 020 . 017 0 . -12 690 0.013 -0.015 19-1 9 -0.030 -0.019 41.870 -27.920 -66.620 0.028 -30.100 0.030 -0.015 -0.010 17.530 . - 39470 . -58 230 . 015 0 . .740 - 0 .006 -0.012 1 19- 10 -0.023 -0.015 55.980 -944080 -138.700 0.026 -32.590 0.076 -0.012 -00008 230440 - 84 130 . -93 050 4 009 0 -5 .382 -5 0 .002 -0.011 19-1 11 -0.022 -0.016 77.990 -200.800 -221.900 099015 -72.630 0.005 -0.011 -0.009 32.650 0 - 50 . 25 830 . 001 0 12 000 0.012 0.006 20-1 1 0.002 0.000 -9.506 8.775 10.880 0.000 5.067 06005 00006 0.000 -22.610 890 19 2018 510 68 . 019 2 . 000 0 . 8.169 0.054 -0.002 20-1 2 -0.001 0.000 -8.361 28.810 0.873 0.000 3.455 0.023 -0.002 0.000 0 000 . - 760 -17 . 103 100 . 1 049 . -0.001 2.624 0.088 -0.002 20-1 3 -0.001 0.000 -6.946 43.350 0.465 70.001 1.122 0.037 -0.002 . 000 0 . 501 -4 6 200 108 . 817 70 0.000 -0.670 0.112 -0.001 20-1 4 -0.001 0.000 -1.893 45.490 -0.323 0.000 -0.265 0.047 0 123 -0.002 002 .0 . 0 000 . 735 0 . 500140 . -1.130 -04001 -1.201 0.052 -0.002 20-1 5 -0.003 0.000 1.749 119.200 -2.734 -0.001 -2.892 . 122 0 . 002 -0 . 0 000 4 4 232 47.780 -1.886 00000 -1.498 0.051 -0.002 -1 20 6 -0.003 00000 100060 1130600 -4.516 0.000 -3.590 . 109 0 . -0 002 4 000 0 . 8 539 35.810 74.625 0.000 -0.857 0.046 -0.003 20-1 7 -0.003 0.001 20.310 85.130 -11.010 0.000 001 -2.054 035 2 . 086 O . -0 002 . 0.000 . 13.290 171680 -3.955 -0.001 -0.857 0.036 -0.003 20.1 8 -0.003 0.001 31.600 42.010 -9.401 7 4 004 001 0 - 6 -1 874 . 057 0 . -0 003 0.000 19.940 .54641 2.952 0.000 -0.777 0.024 -0.004 20-1 9 -0.004 0.000 470420 -136450 .03 . 001 0 . .0 332 . 0 027 . 003 -0 0.000 27.050 -64.190 4.437 0.000 -0.155 0.011 -0.004 20-1 10 -0.005 0.001 64.310 -105.100 106590 - . 0 002 . -0 796 . 0 006 . 003 -0 0.000 36.680 -102.700 6.059 -0.001 -0.358 0 .003 -0.004 20-1 11 -0.005 0.001 87.210 -244.200 14.470 . - 002 4 . 4741 . 007 0 4 007 -0 -0.003 -92450 -258.100 -30.340 -0.006 -23.130 00016 -0.004 20.2 1 -0.004 -0.002 -38.880 -108.500 -12.760 7 4 00 392 6 . 031 0 . -0 008 -0 003 -55.570 -80.030 -21.220 04000 -15.120 0.074 -04006 20-2 2 -0.004 -0.002 -23.370 ' -33.630 8.957 0.0 - . 0 961 . 060 0 0 -0 009 . 004 -0 -35.280 19.500 3.734 -0.005 -2.166 0.143 -0.005 -2 20 3 -0.004 -0.003 -74.840 8.222 10513 -0.003 . - 025 2 . 0 086 . 009 .0 . 004 70 -19.880 78060 10.150 -0.005 .964 4 0.205 -0.005 20-2 4 -0.005 -0.003 -8.361 32.830 4.202 -00003 . 648 3 . 0 105 . 010 -0 . -0 004 -10.550 1110900 10.190 •0.001 84837 0.250 -0.005 20-2 5 -0.005 -0.002 -44441 47.020 4.213 -0.001 0 005 . 387 2 0 114 0 . 011 -0 . -0.005 -0.177 122.000 70846 -0.009 5.821 0.270 -0.006 20-2 6 -0.005 -0.003 -0.082 509 9 51.290 118 400 3.225 139 -2 - 0 -0 003 0 -10875 . 0.266 4 -0.006 70.002 3.984 49.770 -09960 -0.002 -04868 0.111 -0.006 20-2 7 -0.011 -0.004 . 100 20 . 90 010 . 370 -23 . -0.010 -120890 0.228 -0.006 -0.002 8.431 37.840 -9.058 -0.005 -5.464 0.096 -0.006 20-2 8 -0.011 -06003 0 000 . 310 34 . 46 610 . 460 -53 -0.003 -25.820 0.169 -0.006 -0.001 14.390 19.630 -22 470 -0.001 -10.890 0.071 -0.009 20-2 9 -0.011 010 0 . 002 0 . 370 49 . -46 530 , -701.600 -0.010 -37.010 0.091 -0.005 0.001 20.710 -19.460 -42.640 -0.005 -15.570 0.038 -0.010 1 20-2 10 - . 011 0 0 007 0 . 81 220 . 900 -183 -230.200 -0.008 .196850 0.021 70.006 0.003 34.090 -77.110 -96.630 -0.004 -8.346 0.009 -0.01 005 20-2 11 1 . - 0 002 . 004 0 . -1 892 . 4.323 -0.230 0.000 -0.096 0.021 0.005 0.008 -4.514 10.300 .0.601 -0.001 -0.280 0.051 52 0. 022 0 21-1 2 . 0 011 . 015 0 . 887 -0 12.780 0.331 0.002 0.259 0.022 0.022 0.032 -2.121 30460 0.626 0.003 0.458 0.0 014 0 . 0 063 21-1 21 1 3 . 0 063 . 0 078 . 8.997 28.860 -1.258 0.076 6.059 0.034 0.029 0.035 3.779 12.130 -0.388 0.036 2.663 851 5 . 002 0 . 093 0 . 21-1 4 . 093 0 . 0.092 21.910 -21.910 49.760 0.215 13.550 0.005 0.037 0.041 9.195 -9.129 -8.041 0.096 000 0 . 14 210 . 007 0 . 0 010 22.1 1 . 0.007 0.002 -32.030 .75.770 98.570 0.000 5.997 0.003 0.015 0.003 -76.330 -180.800 234.800 5 750 . 007 -0 . 24 450 . 023 0 . 0.016 22-1 2 0.010 0.000 -20.840 -38.290 36.020 -0.003 10.310 0.070 0.023 -0.001 -49.670 -91.480 260 25 . 6 020 65 . 004 0 . 18 120 . 0.042 0.020 22-1 3 0.013 0.000 -18.100 -10.500 27.330 0.002 7.661 0.018 0.029 -0.002 007 -43.150 30 350 . - 350 24 . 260 30 . 0.009 . 12.880 0.060 0.016 22-1 4 0.016 -0.002 -12.730 10.320 12 760 0.004 5.465 0.025 0.035 0 039 -0. 011 -0 . - -20 850 . 040 56 . 11.550 0.019 4.573 0.074 0.018 22-1 5 0.018 -0.004 -8.739 23.620 4.903 0.009 1.979 93 0.031 0 035 . 0 039 . -0 023 . -13 620 . 69.460 -3.380 0.002 -1.073 0.083 0.017 22-1 6 0.017 -0.010 -5.706 29.260 .1.356 0.007 -0.3 1 265 . 035 0 . 0 045 . -0 032 . -5.Bp7 85.010 -2.810 -0.010 -3.139 0.083 0.019 22-1 7 0.019 -0.014 -2.424 35.800 -1.125 -0.006 . - 765 . 047 0 . 031 0 . -0 039 0.019 70.710 -4.463 -0.033 -1.170 0.066 0.014 22-1 8 0.021 -0.027 0.064 50.670 -3.086 -0.023 -0. 74 . 0 059 . 014 0 . -0 019 2.493 28.880 -0416 -0.016 0.822 0.025 0.014 22-1 9 0.033 -0.045 5.898 68.670 -1.052 -0.039 1.8 56 . 037 0 . 013 0 . -0 018 5.326 22.710 3.268 -0.014 3.326 0.015 0.013 22-1 10 0.031 -0.044 12.640 53.940 7.733 -0.035 7.8 . 008 . 0 005 . 012 -0 762 3 10 650 2.077 0.002 0.003 0.005 22.1 11 0.017 -0.029 8.936 25.310 4.929 •0.006 5.718 0. . . . . S10% Vail's Front Door Spa Design Max P Max P Max P Max P Max P Max P Max Min P I.P. Min P Min p Min P Min P Min P Min P Min P flection ki D T i ID ction Axial S Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. e p- w st ( i h e Ki ) (Ki s) 1t) 1t) Bendin ft) (inches) (Kips) (Kips) (Kips) ft) 7t) Bendin nc es) ft) ( ps ( 000 0 p -88 900 000 .244 420 73 00000 32.310 0.015 -0.003 -0 .003 -63.170 .173.600 52.020 -0.002 23.000 0.011 -2 1177 2 . 1 000 2 0 . 970 .50 . -75.800 . 25.270 0.001 19.290 0.067 -0.004 -0.003 -36.230 -54.010 18.070 -0.001 13.810 0.047 093 0 - 17-2 . 3 0.000 . -31.910 19.230 -0.558 0.000 8.330 0.131 -0.004 -0.002 722.710 13.630 -0.278 -0.001 0 003 . 5.995 155 0 134 -1 17.2 4 0.000 -18.730 71.420 -2.570 -0.001 -1.665 0.189 -0.006 -0.003 -13.320 50.800 -7.805 6 935 . - 005 -0 . . 163 369 0 -5 17-2 5 0.000 -9.257 104.100 .9.718 0.002 - -7.484 0.229 -0.005 -0.002 . .6.596 74.100 - 728 360 3 025 81 0 - . -0.002 . . -5.763 0.177 17.2 6 -0.001 •0.014 174.300 -6.514 -0.001 -7.960 06249 41 -0.005 007 0 -0.002 -0 003 . . - 0 030 -3.855 702 74 5 -0.003 -3.152 0.171 17-2 7 -0.001 8.008 1046000 -5.236 -0.002 -4.258 0.2 0 106 - . 002 -0 . 001 -0 . 680 12.390 -0.005 5.546 0.234 17-2 8 -0.001 8.959 43.000 930 5.595 690 13 .0.003 -0 002 . 2.481 429 0.073 7 . -0.002 . -0.001 120 32.710 -0.004 17.790 0.175 17-2 9 0.000 12.850 600 3 15. 27 840 . 230 53 . -0 004 . 18.080 0.059 0.002 0.000 900 74.680 44,400~38.900 -0.005 25.360 0.083 17-2 10 0.001 03 1 0 1. 46330 . - 200 .110 . 1 600 . -0.005 10.950 0.01 0.004 0.001 W .600 183400 15.230 0.021 72 . 1 000 1 0 790 -25 . 26 100 818 0.002 3.050 0.024 -0001 0000 .680 3.494 0.002 2.222 0.017 4 18.1 . 0001 2 . -21950 . 88980 .9755 0000 -2975 0081 0000 0.000 .430 -4.079 0.000 0.03 8.1 3 0000 -12150 102.600 -9844 0001 -6193 0.110 -0.001 0.000 .370 -7.002 0.001 -4.398 0.079 099 18.1 1 8.7 000 4 0 -6.515 125.600 -9.850 0.001 .8.278 0.138 -0.001 0.000 -4.672 890850 -7.006 0.000 -5.894 0. 109 225 0 7 18-1 . 5 0.000 1.331 116.900 -130380 0.001 -10.130 0.153 -0.002 -0.001 0.937 83.670 -9.522 9 110 0.000 001 -0 . . - 111 699 0 -7 18-7 6 0.000 8.904 103.100 -72.810 0.000 -10.790 0.154 -0.002 -0.001 . 6.349 73.780 - 332 450 -4 0 54 . . . -6.229 0.104 18-1 7 0.000 16.170 75.970 -6.120 -0.001 -6.731 0.145 -0.003 -0.001 . 0 11.50 091 -3 870 380 16 12 -4.506 0.092 .1 18 8 -0.001 17.350 . 23 380 -4.392 0.007 -6.314 0.129 -0.003 -0.002 002 0 . . . 376 990 -8 320 -19 13 -3.485 0.060 18-1 9 -0.001 180670 -28.240 -11.780 -0.001 -4.864 0.112 -0.003 - . 0 002 . 6 . 075 340 5 167 -60 9 -2.119 0.071 18-1 10 -0.001 120840 -844750 7.091 -0.007 -2.908 0.100 -0.004 4 . - 0 003 . . . 708 880 2 868 -87 3 P0004 .0.202 0.070 10.1 11 -0.001 5.412 -114.900 3.904 -0.003 -0.146 0.098 -0.00 0 005 - . -0 003 . . . 640 1.227 044 -72 -3 2.656 0.074 18.2 1 -0.001 36274 .101.900 1.973 -0.002 3.932 0.104 121 0 . - 005 -0 . -0 003 . . 493 -48.600 2.333 -7 2.446 0.086 18-2 2 -0.001 -10.510 -68.180 3.598 4 -0.003 004 0 . 3.689 146 546 0 2 . 005 -0 . -0.003 780 1.568 -18 1.617 0.104 18-2 3 -0.001 -12.920 -26.350 21 810 8 265 944 2 - 4 002 0 . . 175 1429 0. . -0.003 1.877 w7.983 0.829 0.125 18-2 4 -0.001 -11.200 1 916 . 47 860 . . 0 001 0.120 0.203 -0005 0.002 -0.512 . -0.079 0.145 18.2 5 0 001 6 . - 414 -4 . 180 62 -0.519 . 0.000 .0.316 0.225 -0.005 -0.002 -0.579 0.000 -0.364 0.161 18-2 18 2 . - 001 7 -0 . -1.029 . 66.170 -0.314 -0.001 -0.485 0.238 -0.005 -0.002 j .0.341 47.190 -0.001 0.170 771 514 0 0 - p 7 8 . 001 8 -0 2.095 67.620 0.501 -0002 0.240 0595 -0.004 -0.002 1 0446 -0.002 . . - 164 792 0 0 _ 8-2 . 9 0.001 4.759 50.670 -0002 1014 0.229 -0.004 -0.759 0747 0.002 -0002 . . - 147 047 0 -1 8-2 0 0.000 6.882 35.470 -1.399 0.206 -0.003 -0.001 - 0605 0001 . . 0.122 -1.225 18.2 3.957 0 443 .0.869 0.087 -0.003 08 -0.001 031 0 206 .0.772 -5 -0.054 0.000 -1.760 8.1 0.059 -12.550 11.930 -1.942 -0.135 3555 0000 4 0 022 0.0 035 0 . 0 068 . 306 14.730 -37.040 2 0.194 -6.075 0.009 19-1 2 0.137 5.589 35.850 -89.430 549 1 0.387 060 -0 . -14.9 0 017 859 0 -2 . 0.010 . .0.034 . -8.095 37.580 3.267 -0.177 -7.151 0.040 19-1 3 -0.012 -3.386 0 963 15.480 23 250 . 509 2 . 0 003 . . -0.278 0.023 -0.030 -0.034 -2.290 56.140 5.793 -0.035 -0.863 0.054 19.1 4 -0.013 011 5 -0 . - 1 602 . 660 26 . 1.451 0 0.023 -0.664 0.026 -0.040 -0.026 3.838 64.210 3.393 0.021 667 0.063 - 5 19-1 19-1 . 6 -0 008 . 44405 . 25.300 -4.853 0.030 72.782 0.027 -0.032 .0.018 10.530 60.840 -11.550 0.049 7 6 -6.624 0.06 060 580 0 13 19-1 . 7 -0.008 7.709 17.660 -9.454 0.017 -5.728 0.025 -0.032 -0.017 18.420 42.540 -22.500 0.02 037 0 . - . 048 120 0 -22 19-1 8 -0.010 12.360 76744 -77.100 0.022 -9.331 0.020 -0.034 -0.019 29.530 18.770 -40.610 . 028 0 . . 030 100 0 30 19-1 9 -0.010 17.530 -11.770 -28.020 0.017 -12.690 0.013 -0.030 -0.019 41.870 -27.920 -66.620 400 136 . 0 026 . . 015 060 0 -32 19-1 10 -0.008 25.000 -42.070 -62.060 0.015 -74.630 0.007 -0.022 -0.015 . 55.050 -92.520 - 200 218 . 0 015 . 6 430 0 005 -12 19-1 1 -0.009 1 34.820 -89.700 -99.190 0.009 -5.714 0.002 -0.022 -0.016 . 76.690 -197400 - 11 580 . 000 0 . . 392 0.005 5 2p.1 1 0.000 -22.240 20.510 256400 0.001 11.810 0.012 0.002 0.000 . -10.130 9.346 924 0 . 000 0 . 675 0.024 3 20-1 2 0.000 -12.460 42.940 1.308 -0.001 5.754 0.034 -0.001 0.000 . -8.907 30.690 699 600 0 64 , -0 001 . 1.677 0.055 20-1 3 0.000 -106310 90.320 0.909 0.000 2.291 0.077 -0.002 0.000 . . -7.370 476 790 -0 67 . 0 000 -0.390 0.070 20 .1 4 0.000 -2.016 48.460 -0.350 00000 -0.287 06050 0 108 -0.002 -0 003 0.000 000 0 . . -2.821 095 74.730 -1.678 1 . -0.001 -1.786 0.077 20-1 5 0.000 1.533 104.500 -2.405 -0.001 000 0 . -2.541 107 151 0 -3 . 003 -0 . 0.000 . 64307 71.220 -26808 04000 -2.229 0.077 20-1 6 0.000 8.878 99.540 130 95 -3.963 010 -11 . 000 0 . . 054 0.109 -2 . -0.002 0.000 8.539 35.810 -4.625 0.000 -0.857 0.046 .1 20 1 7 0.001 8 0 001 20.310 31 600 4 010 42 . -94401 . -0.001 . -2.035 0.086 -0.002 0.000 13.290 - 17.680 -3.955 -0.001 -0.857 0.036 20- . 9 0 000 . 550 41 . .11 790 6.161 0.000 -1.586 0.050 -0.004 0.000 29.720 -8.402 4.398 0.000 -1.152 0.036 20-1 . 001 10 0 . 56 350 . 110 -92 9.285 -0.001 -0.284 0.024 -0.004 0.000 6.608 40.310 -65.860 . -0001 -0.235 0.017 4 20.1 . 1 0 001 . 410 76 . -214 000 12.690 -0.002 -0.687 00005 .0.005 00000 540660 -1536000 9.023 -0.002 .540 0.00 -0 20-1 . 1 002 7 -0 . 420 -41 . 600 -115 -13.600 -0.002 -10.370 0.007 -0.006 -00003 -57.950 -161.700 -19.030 -0.003 -14.520 0.010 20-2 . 002 2 -0 . 890 -24 . -35 830 -9.532 0.000 -6.801 0.033 -0.006 -0.004 -34.830 -50.120 -13.360 0.000 -9.536 0.046 2p-2 . 3 -0 003 . -15 800 . 8 753 1.627 .0.003 -1.010 0.064 -0.007 -0.004 -22.710 12.260 2.239 -0.004 -1.445 0.090 2 20.2 . 4 -0 003 6 906 -8 . 34.970 4.494 -0.003 2.174 0.092 -0.009 -0.004 -19.550 76.780 9.978 -0.005 4.875 0.20 157 20-2 . 002 5 -0 . 3 729 50.090 4.507 -0.001 3.904 0.112 -0.008 -0.004 -6.620 70.060 6.259 -0.001 5.417 0. 0 266 20-2 . 6 -0 003 . 085 -0 54.640 36455 -0.005 20554 0.121 -0.011 -0.005 -0.175 120.000 76708 -0.009 . 5.717 260 20-2 2 20 . 002 7 -0 . 4.248 53.020 -1.006 -0.002 -0.887 0.118 -0.011 -0.004 9.350 116.500 -2.111 -0.003 -1.851 0. 143 156 0 8 . -2 20 . 8 -0.002 6.987 40.320 .10.490 -0.005 -5.808 0.102 -0.009 -0.003 12.560 56.400 -14.700 -0.008 0 002 . . - 230 0 106 -16 2p.p 9 0.000 30.090 40.830 -46.850 .46 -0.002 -22.620 0.748 -0.009 -0.001 21440 29.260 -33.480 640 32 . - 005 -0 . . 570 0.038 -15 20-2 10 0.002 49.370 -46.530 .600 - -0.010 -37.010 0.091 -0.005 0.001 . 20.710 -19.460 96 630 10 . -0 004 . 346 0.009 -8 20-2 11 0.007 81.220 -183.900 -2300200 -0.008 -19.850 0.021 -0.006 04003 . - 34.090 -77.1 230 323 -0 92 4 . 000 0 . -0.096 0.021 21.1 1 0.008 -4.514 10.300 -0.601 -0.001 -0.280 0.051 0 052 0.002 011 0 0.004 075 0 . . -1.8 887 72.780 0.331 -0 . 0.002 0259 0.022 27.1 2 0.032 -2.121 30460 0.626 0.003 076 0 . 0.458 034 059 0 6 . 029 0 . 0.035 . 3.779 12.130 -0.368 0.036 2.663 0.014 21.1 3 04078 8.997 280860 910 21 -1.258 760 -19 . 215 0 . . 13.550 0.005 . 0.037 0.041 9.195 -9.129 -8.041 0.096 5.851 0.002 21.1 4 0.092 21.910 . - 112 900 . 146 900 . 001 0 8.944 0.005 0.013 0.002 .66.910 -158.500 205.900 0.000 121440 0.007 224 1 0.003 001 2 0 -47.720 -31 040 - . 010 -57 . 53.670 . -0.004 15.370 0.014 0.019 -0.007 -43.540 -80.250 75.160 -0.006 21.410 0.020 22-1 . 000 3 0 . 970 -26 . -15.610 40.720 0.004 11.430 0.026 0.025 70.002 -37.840 -22.190 560980 00003 15.860 0.036 060 22.1 . q -0 002 . 730 -12 10.320 12.760 0.004 5.465 0.025 0.035 -0.007 -30.350 26.350 30.260 0.009 72.880 0. 0 074 22.1 1 22 . 5 -0 004 . -8.739 23.620 4.903 0.009 1.979 0.031 0.039 -0.011 -20.850 56.040 11.550 7 0.019 2 . 4.573 073 0 083 1 . 22.1 . 6 -0.010 -5.706 29.260 -1.356 0.001 -0.393 0.035 0.039 -0.023 3.380 -13.620 69.460 810 010 -2 85 0.00 010 -0 . . - 739 0.083 3 .1 22 7 -0.014 -2.424 35.800 .1.125 -0.004 -1.265 0.035 0.045 -0.032 . . -5.607 047 720 -5 029 80 0 . -0.038 . -1.312 0.075 22-t 8 -0.018 0.027 33.990 79 -0.016 -0.508 0.032 025 O 0.035 0 033 -0.044 -0 045 . . . 898 68.610 -1.052 5 -0.039 1.874 0.059 22.7 9 -0.019 2.493 28.880 -0.476 68 -0.016 0 014 . 0822 015 326 0 3 . 031 0 . -0.064 . 12.640 53.940 7.733 -0.035 7.856 0.037 22-1 10 -0.018 5.326 22.710 3.2 . - . . 003 409 0 . 011 0 -0 029 936 25.310 4.929 8 0.006 5.718 0.008 22-1 11 -0.012 3.762 10.650 2.077 0.002 . 2. . . . Design Strip Forces C,101 Vail's Front Door Spa Design Max M I.P. Max M Max M Max M Max M Max M Max M Max M Min M I.P. Min M Min M l Be V ti Min M ndin (kip To I Min M rsion (kip. Mln M Dphm. T Mm m wist (kip- mm .w Deflection ID Section Shear Axial Vertical Bending Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial g er ca h h) Bendin h) (inches) (Kips) (Kips) (Kips) (kip-ft) tt) Bendin h) (inches) (Kips) (Kips) (Kips) ) 02 3 660 004 0 23-1 1 004 0 -0.001 -20.300 16.570 14.650 0.004 84688 0.010 0.001 0.000 -8.534 60970 6.166 081 0 0.0 000 0 . 1 920 . 0 017 23-i 2 . -0.001 0.000 -164300 530910 -0.212 00002 46550 0.040 -0.001 0.000 -64850 065 4 22.670 . 700 . .01 . -0.429 . 0.027 23-1 3 -0.002 04001 -9.672 78.100 -2.026 -0.001 -1.034 0.064 -0.001 00007 . - 570 1 -0 .001 -2.226 0.034 23-1 4 -0.002 0.001 -3.738 88.010 -6.943 -0.001 .5.302 00081 -04001 0 002 0.000 000 0 . - 488 0 -0.001 -3.332 0.038 23-1 5 -04002 0.001 1.158 90.170 -10.550 -0.001 -7.929 0.091 1 . . 0 002 . 007 0 . 826 2 0.000 -4.313 0.03 8 23-1 6 -0.002 0.001 6.718 82.660 -15.630 0.000 -10.260 0.09 - . . . 001 0 . 4 752 04000 -5.150 0.036 23.1 7 -0.002 0.002 114300 546310 -16.020 0.000 -12.240 0.085 -0.007 . 001 . 6 653 0.000 -5.004 0.031 23-1 8 -0.002 0.002 15.820 19.100 -12.270 0.000 -17.890 0.074 0 026 -0.001 002 -0 0. 002 0 . 19 790 -0.001 -8.585 0.062 23-1 9 -0.001 0.001 8.318 -10.040 -2.708 7 -0.001 -3.617 1 677 . 0 022 . 003 -0 . 0 003 . 14.620 0.000 -3.973 0.053 23-1 10 -0.002 0.001 6.145 -30.280 4.591 597 0 0.000 001 0 . - 724 0 . 021 0 . -0.003 . 0.003 6.246 - U -0.001 1.730 0.051 23-i 11 -0.002 0.001 2.625 -43.610 . - 770 2 - . 0 000 0 268 -7 . 0 025 70.005 0.003 -9.664 - 0001 -17.290 0.058 23 -2 1 -0.003 0.001 -4.063 -43.450 -1 6 . 0002 6 758 -0 . 0033 006 -0 0.003 -15.190 -0004 -1809 0.079 23.2 2 -0.003 0007 -6.387 -31.540 -0.020 0 002 . 175 7 046 0 . 008 -0 0.003 .18.740 -0.005 17.060 0.111 2 23 3 -0.004 0.001 -7.879 -12.570 9.776 . - 0 002 . 550 30 . 146 0 . 004 -0 0.002 -7.981 -0.001 12.850 0.061 23.2 4 -0.008 0.004 -18.980 27.080 48.750 . - 004 0 . 37 060 . 180 0 . -0 005 0.002 .6.364 2 .0 15.590 0.076 23-2 5 -0.008 0.004 -15.130 63.460 55.110 . - 007 0 . 39 030 . 208 0 . -0,006 0.002 -4.020 70 04 -0.004 16.410 0.087 23-2 6 -0.011 0.004 -9.552 90.530 52.060 590 52 . - 007 .0 . 690 34 . 0 229 -0.005 0.002 .1.136 -0.004 14.590 0.096 23.2 7 -0.010 0.006 6 -2.690 476 0 100.400 89 080 . 350 38 . -0 002 . 25.350 . 0.241 -0.005 0.002 0.194 37.440 166150 -0.001 10.670 0.101 23-2 8 -0.010 0.00 006 0 . 4 343 . 72 880 . 340 21 . -0.006 8.197 0.244 -0.005 0.003 1.818 30.630 8.999 -0.003 3.462 0.103 23-2 9 .0.010 6 007 0 . 459 6 . 51 860 . 020 -19 -0.006 .17.770 0.242 -0.005 0.003 2.706 21.810 -7.959 -0.003 -7.450 0.102 23-2 10 -04009 . 0 007 . 410 2 . 35 580 . 130 .94 -00004 -47.480 0.238 7004 0.003 1.027 14.990 -39.540 -0.002 -19.940 0.100 23.2 11 .0.008 . 0 005 1 915 3 . 097 -6 . 790 .30 0.003 -12.640 0.097 0.003 0.010 9.333 -14.700 -734350 0.005 -30.130 0.230 23-3 1 0.001 . 004 0 . -1 205 0 -9 010 . -10 150 0.002 -71.620 0.093 0.011 0.008 -24869 -27.650 -24.180 0.004 -27.670 0.222 23-3 2 3 0.005 0 015 4 005 0 . -7 117 . 0.617 . -290180 0.073 -26.090 01212 0.007 00003 -30239 0.344 -13.300 0.006 -11.880 9 696 04097 089 0 23-3 23-3 4 . 0 019 . 0.003 . .8.697 32.470 -28.140 0.024 -230030 00210 00008 0.002 30651 13.720 -11.860 481 8 0.011 70 003 - . 391 -6 . 0 086 23-3 5 . 0.029 -0.002 -5.521 77.200 -20.080 -0.007 -15.150 0204 09012 -0.001 -2.314 32.520 40 470 . - -6 857 . 001 0 4 -4.950 . 00081 23-3 6 0.032 -0.005 -1.701 96.150 .16.220 0.001 .11.720 0.192 04014 -04002 -0.708 140 1 . 180 43 . 639 -5 . 0.004 -31887 0.073 23-3 7 0.035 -0.007 2.697 102.600 713.330 0.010 -9,190 0.173 0.075 -0.003 4 . 1082 . 40 470 . .4 572 0.009 -3.068 0.061 23-3 B 0.031 -0.009 7.318 96.230 .10.800 06021 -7.242 0.145 0.015 0 015 -0.00 008 70 5 216 . 590 33 . 70.899 -0.006 -2.297 0.046 23-3 9 0.036 -0.079 12.390 79.880 -2080 . -0.014 -5.411 0.108 . . 004 70 . 7 436 . 140 20 -3.162 0.011 -1 .037 0.026 23-3 10 0.039 -0.010 17.680 47.900 -7.455 01026 -2.403 0.062 0.016 . 004 . 10 250 . 050 4 -2,418 0.006 -0.532 0.005 23-3 11 0.040 -0.010 26.380 9.640 -5.688 0.013 -1.217 0.012 00016 -0. 001 . 521 -6 4 136 6 11.290 -0.003 3.127 0.003 24-1 1 06003 0.002 -15.520 14.600 26.850 -0.007 7.436 0.007 0.001 0. 001 0 . 761 -5 . 130 22 00905 -0.003 1.229 0.014 241 2 70.001 0.001 -13.710 52.640 2.153 -0.007 2.924 0.034 -0.001 1 . 001 0 . -2 688 . 260 31 -2.806 0.000 .0.897 04022 24-1 3 -0.001 0.001 -6.396 74.370 -6.673 0.000 -2.134 0.054 -0.00 001 . 0 001 . 767 0 . 100 34 -3.975 -0.001 -2.842 0.027 24-1 4 0.000 0.001 14823 81120 -9 454 -0.001 -6.758 04064 064 0 -0 -0 001 . 001 0 . 429 3 . 30.480 -4.646 .0.001 -4.254 04027 24-1 5 0.000 0.002 8.158 72.520 -11.050 -0.001 -10.120 781 9 . 0 055 . 000 0 4 001 0 . 7.653 20.630 .8.693 0.000 .44113 04023 24-7 6 0.001 00002 18.210 49.080 -209680 00000 . - 660 . 039 0 9 001 -0 4 001 0 12.180 4 .112 -5.256 04000 -4.903 0.016 24-1 7 0.000 0.003 28.980 9.787 .12.500 -0.001 -11. 190 4 . 008 0 . 0 000 . 004 0 42.200 -59.820 -25.790 0.001 -9.969 0.019 241 8 001 70 0.002 17.740 -25.140 -10.840 0.000 000 0 . - 264 -1 . 002 0 . 0.000 . 0.004 67.720 -156.800 -17.370 0.001 -3.013 0.004 24.1 9 -0.001 0.002 28.460 -65.890 -7.296 4 000 0 . 944 0 . 0 004 0 000 0.005 -69.780 -172.400 194510 0.000 2.238 0.010 24-2 1 -0.001 0.002 -29.330 -72.470 8.202 . 001 0 . 155 3 . 0 016 . 001 0 0.006 .46.560 -586970 34062 0.002 74493 0.038 24-2 2 0.000 0.003 -19.570 -24.790 1.295 . 0 001 . 420 11 . 071 0 . 001 -0 00003 -144100 6.592 5.212 0.000 4.809 0.030 24-2 3 0.000 0.007 .33.550 150690 12.380 . 000 0 4 14 650 . 101 0 . -0 001 0.003 -9.385 27.250 6.991 -04001 .6.166 0.042 24.2 4 70.001 0.008 -22.330 64.840 16.610 6 002 0 . 940 18 . 0 121 . .0.001 0.004 -4.838 40.650 6.497 0.000 7.973 0.051 24-2 5 0.000 0.009 -11.510 96.710 15A30 860 35 . -0 002 . 170 18 . 129 0 -0.003 0.005 1.076 45.160 15.090 .0.001 7.651 0.054 24-2 6 -0.005 0.011 2.557 107.400 200 105 6 27 760 . -0 002 . 19.910 . 0.123 -0.002 0.006 60902 44.210 11.680 -0.001 8.383 0.051 24.2 7 -0.004 0.013 16.410 6 090 75 . 370 35 . 006 -0 19.200 0.104 -0.003 0.006 11690 31.560 14.880 -0.002 8.083 0.044 24-2 8 -0.006 0.014 27.800 410 42 6 16 620 . 44 530 . -0 010 17.750 0.076 -0.004 0.006 174830 6.980 18.740 -06004 7.472 0.032 24-2 9 -04008 0.014 007 0 . 540 27 . -31 790 4 15 230 . -0.004 7.078 0.018 -0.008 0.015 65.490 -75.610 360210 -0.010 16.810 0.042 24-2 10 .0.004 . 0 006 . 850 37 . -99 080 4 660 25 -09006 3.505 0.005 -0.009 0.013 90.030 7235.600 61.010 -0.013 8.318 0.012 24-2 11 -0.004 . 0 005 . 810 39 . -98 500 . 600 -10 -0.005 -0.496 0.004 -0.009 04011 -94.670 -234.300 -25.240 -0.012 -1.194 0.070 -3 2q 1 2 -0.004 -0 004 4 004 0 . -260790 0 -37.650 0 -14.820 -0.005 -1.837 0.015 .0.007 0.007 -63.710 -89.550 -35.260 -0.011 009 0 -4.374 -7 218 0.036 0 067 -3 24 .3 24 3 . -00002 7 00002 -18.920 -0.076 -12.760 -0.004 -3.035 0.028 -0 004 0.003 -44.990 -0.197 460 24 -304330 -9 999 . - 002 -0 . -4.315 . 0.040 243 4 00002 -0.001 .31.750 58.150 -23.760 -0.005 -10.250 0.095 0.000 0.000 -13.350 8 905 . 640 39 . 199 -8 . 0.000 -5.184 0.049 24-3 5 0.009 -0.004 -21.180 94.260 -19.470 0.001 -12.310 0.116 0.004 -0.001 . - 284 5 . 610 47 . 209 -8 0.003 -6.396 0.053 24-3 6 0.017 -0.006 -12.570 113.200 -19.490 00007 -15.190 0.126 0.007 -0.002 01 . - 0 807 . 250 50 . 843 -8 -0.003 -9.173 0.053 24-3 7 0.035 -0.003 -1.916 119.500 -21.000 -0.007 -21.790 0.125 0.014 -0.0 001 . - 576 2 . 47 490 . -10.950 0.001 -10.150 0.067 24.3 8 0.042 -0.002 6.130 112.900 -26.000 0.002 .24.110 0.111 0.017 -0. 004 0 . 140 6 6 35 880 -12.880 -0.012 -70.680 00036 24-3 9 0.043 -0.071 14.600 85.350 -30.580 -0.028 -254360 0.085 0.018 . - 4 494 7 . 24 170 -12 850 0.012 -11.100 0.021 24-3 10 06050 -0.002 17.830 579480 -30.530 0.029 -26.360 0.050 0.021 -0.001 . 600 . 4 607 . -13 230 0.011 -11.410 0.004 24-3 11 0.051 -0.002 24.750 10.950 -31.420 0.026 -27.100 0.010 0.021 -0.001 10. . 5750 . 13 760 020 -0 64453 0.002 25-1 1 -0.034 0.011 -14.860 136680 324740 -0.047 .350 15 0.005 -0.015 0.005 -6.246 5 599 650 1 3 . 534 6 . -0.002 5.876 .008 0 25.1 2 0.001 0.003 -13.320 32.480 15.550 -0.006 . 13980 0.018 0.000 0.002 . - 937 2 . 910 17 . 5 652 -0.003 3.563 0.012 25-1 3 0.000 0.004 -6.967 42.620 13.450 -04007 7 89478 67 5 0.029 0 038 06000 0 000 0.002 002 0 . - -1.770 . 21.170 . 2.508 -0.001 2.172 0.016 25-1 4 0.001 0.004 -4.210 50.370 5.968 09002 .7 537 1 . 047 0 . 000 0 . 0.007 -00287 20.280 -11277 0.000 -0.646 0.020 25-2 1 0.001 0.003 -0.682 48.240 -30038 0 0.001 003 0 . - 566 -9 . 051 0 0 0.000 0 001 1.581 15.720 -6.118 0.001 -4.021 0.021 25.2 2 0.001 0.002 3.762 37.410 -14.56 14 160 . 0 005 . 660 -12 . 0.053 01 0.001 3.698 8.966 -5.954 0.002 -5.321 0.022 25-2 3 0.000 0.001 1 8.797 667 3 21.330 953 -0 . - -10 410 . 0.002 . -5.840 0.022 0.000 8.724 -2.270 -24.770 0.004 -73.890 0.053 25-2 d 5 0.000 o ooo 0.00 001 0 . 306 2 . -13.780 . -3.283 0.002 -5.076 0.023 0.002 5.485 -32.780 -7.812 0.004 -12.080 601 9 0.055 060 0 25-2 6 0 000 . 001 0 . 1.009 -21.180 .4.322 0.002 -4.035 0.025 0.002 2.400 .50.400 -10.280 0.005 006 0 . - 553 -6 . 070 0 25-2 25-3 1 . 0.000 . 0.007 -2.392 -20.180 -3.040 0.003 -2.754 0.030 0.002 -5.692 -48.010 420 18 -7.232 -3 289 . 008 0 . - -3.720 . 0.086 25-3 2 0.000 0.001 -4.961 -7.740 .1.383 0.003 -1.563 0.036 0.003 D -11.810 5 485 . - 379 9 . -0.659 . 0.004 -0.845 0.044 25-3 3 0.003 0.001 -13.050 22.310 -1.567 0 010 -2.010 0.104 0 0.001 001 0 . - -4 558 . 24.680 -0.440 0.005 -0.488 0.050 25.3 4 0.004 0.002 -10.850 58.710 -1.044 0.012 -1.159 050 1 0.12 131 0 . 0 001 . -2.777 34.900 -0.718 0.006 -0.442 0.055 25-3 5 0.005 0.002 -6.610 83.030 -1.706 0.015 010 0 . - -1 925 . 0 733 . 0 002 ? 1.789 490 0.005 -0.811 0.056 25-3 6 0.006 0.005 4.254 93.960 82 270 -4.490 225 -6 . 0 013 . 405 -2 . 0.725 . 0.002 0.003 4.047 34.580 -2.621 0.006 -1.013 0.053 253 7 0.006 0.006 009 0 9.626 14 000 . 54 570 . -7.229 . 0.016 . -2.246 0.109 0.002 0.004 5.886 22.930 -3.044 0.007 -0.947 0.046 25-3 8 0.006 . 012 0 . 16 380 . 800 13 541 -6 0.078 -0.629 0.088 0.001 0.006 6.887 5.793 -2.756 0.008 -0.267 0.037 25-3 9 10 0.004 000 0 . 007 0 . 361 6 . -73.640 . -0.800 0.007 1.485 0.028 0.001 0.016 15.130 -32.420 -1.890 0.017 3.539 11 360 0.066 048 0 25.3 25-3 - 11 . -0.002 . 0.009 . 3.629 -28.410 4.807 0.004 4.775 0.020 -0.005 0 021 8.634 -67.570 11.440 0.009 . . Design Strip Forces St to Vail's Front Door Spa Design Design Strip Forces Max V I.P. Max V M. v Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V in V in V in V Max P I. P. 10 Section Shear Axel Vertical Bending (kip Torsion (kip- Dphm. Twist (kip. Deflection Shear Axial Vertical Bending (kip Torsion (kip. Dphm. Twist (kip- Del ion lect Shear (Kips) (Kips) (Kips) h) ft) Bending ft) (inches) (Kips) (Kips) (Kips) h) ft) Bending ft) (in ches) (Kips) 23-1 1 0.001 0.000 -8.534 6.970 60166 0.002 3.660 0.004 0.004 -0.001 -20.300 164570 14.650 0.004 8.688 0.010 0.001 23-1 2 -0.001 0.000 -6.850 22.670 -0.081 0.000 1.920 0.017 -0.001 0.000 -16.300 53.910 -0.212 06002 40550 0.040 -0.001 23.1 3 -0.001 0.001 4.065 32.840 -0.846 -0.001 -0.429 0.027 -0.002 0,001 -9.672 78.100 -2.026 -0.001 -1.034 0.064 -0.002 23-1 4 -04001 00000 -1.570 37.000 -2.915 -0.001 -24226 0.034 -0.002 0.001 -3.738 88.010 -6.943 -0.001 -5.302 0.081 -0.002 23-1 5 -0.002 0.001 16158 90.170 -104550 -0.001 -74929 0.091 -0.002 0.000 0.488 37.910 -4.433 -0.001 -3.332 0.038 -0.002 23-1 6 -0.002 0.001 6.718 82.660 -15.630 0.000 -10.260 00091 -0.002 0.001 2.826 34.750 -6.574 0.000 -4.313 0.038 -0,002 23-1 7 -0.002 0.002 11.300 54.310 -16.020 0.000 -12.240 0.085 -0.001 0.001 4.752 224830 -6.745 0.000 -5.150 0.036 -0.002 23-1 8 -0.002 0.002 15.820 19.100 -12.270 0.000 .11.890 0.074 -0.001 0,001 6.653 8.025 -5.168 0.000 -5.004 0.031 -0.002 23-1 9 -0.002 0,002 19.790 -23.860 -60409 -0.001 -86585 0.062 -0.001 04001 8,318 -10.040 -2.708 -0,001 -34617 0.026 -0.002 23-1 10 -0.003 0.003 146620 -72,000 -10,900 0.000 -3.973 0.053 -0.002 0.001 6.145 -30.280 -4.591 0.000 -1.677 0,022 -0.003 23-1 11 -0.003 0.003 6.246 -103.700 -1.410 -0.001 1.730 0.051 -0.002 0.001 2.625 -43.610 -0.597 -0,001 0.724 0.021 -0.003 23-2 1 -0.003 0.001 -4.063 41450 -12.770 0.000 -7.268 0.025 -0.005 0.003 -9.664 -103.300 -30.390 -0.001 -17.290 0.058 -0,005 23-2 2 -0.003 06001 -6.387 -31.540 -0,020 -0.002 -0,758 0.033 -0.006 0.003 -15.190 -74.980 -0.064 -0.004 -1.809 0.079 -0.006 23-2 3 -0.004 00001 -7,879 -12,570 9.776 -0.002 7.175 0.046 -00008 0.003 -18.740 -296850 23.230 -0.005 17.060 0.111 -0.008 23-2 4 -0,004 0,002 -7.981 11.370 20.500 -0.001 12.850 0.061 -0.008 0.004 -180980 276080 48.750 -0.002 30.550 0,146 -0.008 23-2 5 -0.005 0.002 -6,364 26.660 23.180 -0.002 15.590 0.076 -0.008 0.004 -15.130 63.460 55.110 -0.004 37.060 0.180 -0.008 23-2 6 -0.006 0.002 -44020 38.040 216900 -0.004 16.410 0.087 -0.011 0.004 -9.552 90.530 52.060 -0,007 39.030 0.208 -0,011 23-2 7 -0,005 0.002 -1.136 42.210 22.130 -0.004 14,590 0.096 -0.010 0.006 -2.690 100.400 52.590 -0.007 34.690 0.229 -0,010 23-2 8 -0.010 0.006 0.476 89.080 38350 -0.002 25,350 0.241 -0.005 0.002 0.194 37,440 16.150 -0.001 10.670 0.101 -0.010 23-2 9 -0.010 0.006 4.343 72.880 21.340 -0.006 8,197 0.244 -00005 0.003 1.818 30.630 86999 -0.003 3.462 0.103 -0.010 23-2 10 -0.009 0.007 6.459 510860 -19.020 -0.006 -17.770 0,242 -0.005 0,003 2.706 21.810 -7.959 -0.003 -76450 0,102 -0.009 23-2 11 -0.008 0.007 2.470 35.580 -94.130 -0.004 -47.480 06238 -0.004 0,003 1,027 14.990 -39.540 -0.002 -19.940 0.100 -0.008 23-3 1 0.003 0.010 9.333 -14.700 -73.350 0.005 -30.130 0.230 0.001 0.005 3.915 -6.097 -30.790 0.003 -12.640 0.097 0.003 23-3 2 0.005 0.004 -1.205 -9.010 -10.750 0.002 -11.620 00093 0.011 0.008 -2.869 -216650 -24.180 0:004 -27,670 0122 0.011 23-3 3 0.006 0,003 -3.039 0.345 -12490 0.006 -11.150 0.091 0.015 0.005 -7.237 0.617 -29.670 06013 -26.530 0.216 04015 23-3 4 04008 0.002 -30651 13.720 -11.860 0.011 -94696 0.089 0.019 0.003 -84697 32.470 -28.140 0.024 -23,030 0.210 0.012 23-3 5 0.012 -0.001 -21314 32,520 -86481 -0.003 -6.391 06086 06029 -0.002 -5.521 77.200 -20.080 -0,007 -15.150 0.204 0.012 23-3 6 0.014 -0.002 -0.708 40 470 -66857 0.001 -4,950 00081 0.032 -0.005 -1.701 96.150 -16.220 0.001 -11.720 0.192 0.014 23-3 7 0.035 -0.007 2.697 1024600 -13.330 0.010 -9.190 0.173 0.015 4003 1.140 43.180 -5.639 00004 -3.887 0.073 0.015 23-3 8 0.037 -0.009 70318 96.230 -10.800 0.021 -7.242 0.145 0.015 -0.004 3.082 40.470 -4.572 0.009 -36068 0.061 0.015 23-3 9 0.036 -0.019 12.390 79,880 -2.080 -0.014 -5,411 0.108 0.015 -0.008 5.216 33.590 -0.899 -0.006 -2.297 0.046 0.015 23-3 10 0.039 -0.010 17.680 47.900 -7.455 0.026 -2,403 0.062 0,016 -06004 7436 20.140 -3.162 0.011 -1.031 0.026 0.016 23.3 11 01040 -0.010 24.380 9.640 -5.688 0.013 -1.217 0.012 0.016 -0.004 100250 4,050 -2.418 0.006 -0.532 0.005 0.016 24-1 1 0.001 0.001 -6.521 6.136 11.290 -0,003 3.127 0,003 0.003 0,002 -15.520 14.600 26.850 -0.007 7.436 0.007 0.003 24-1 2 -0,001 0.001 -50761 22.130 0,905 -0.003 1.229 0.014 -06001 0.001 -136710 52.640 2.153 -0.007 2.924 0.034 -0.001 24-1 3 -0.001 0,001 -2.688 31.260 -2.806 0.000 -0.897 0.022 -0.001 0.001 -6.396 740370 -6.673 0.000 -2.134 0.054 -0.002 24-1 4 0.000 0.001 1,823 81.120 -9.454 -0,001 -6158 0.064 -0.001 0.001 0.767 34.100 -3.975 -0101 -2.842 0.027 0.000 24-1 5 0.000 0.002 8,158 72,520 -11.050 -0.001 -10.120 0.064 -0,001 0.001 3.429 30.480 4646 -0.001 -4.254 0.027 00000 24-1 6 0.001 0.002 180210 49.080 -20.680 0.000 -90781 0.055 0.000 0.001 7.653 20.630 -8.693 0.000 -4.113 04023 0.001 24-1 7 0.000 0.003 28.980 9.787 -12.500 -04001 -11,660 0,039 -0.001 0.001 12,180 4.112 -5.256 0.000 -4.903 0.016 0,000 24-1 8 0.000 0.004 42.200 -59.820 -25.790 0.001 -9.969 0.019 -0.001 0.002 17.740 -25,140 -104840 0.000 -4-190 0,008 0.000 24-1 9 0.000 0.004 67.720 -1560800 -17.370 0.001 -3.013 0.004 -04001 0.002 28.460 -65.890 -7.296 0.000 -1.264 0.002 0.000 24-2 1 -0.001 0.002 -29.330 -72.470 8202 0.000 0.944 0.004 0.000 0.005 .69.780 -172.400 19.510 0.000 2.238 0.010 0,000 24-2 2 0.000 0.003 -19,570 -24.790 1.295 0,001 3.155 0.016 0.001 0.006 -46,560 -58.970 3.062 0.002 7.493 0.038 0.001 24-2 3 -0.001 0.003 -14.100 6.592 5.212 0.000 4.809 0,030 0.000 0.007 33.550 15,690 12.380 0.001 11,420 0.071 0.000 24-2 4 -0.001 0,003 -9.385 27.250 6.991 -06001 6.166 0.042 -0.001 0.008 -22.330 64.840 16.610 0.000 14.650 0.101 -0.001 24-2 5 -0.001 0.004 46838 40.650 6.497 0.000 7.973 0.051 0.000 0.009 -11.510 966710 15.430 04002 18.940 0.121 0.000 24-2 6 -0,005 0.011 2.557 107.400 35.860 .0.002 18,170 0.129 -0.003 0.005 16076 45.160 15.090 -0.001 7.651 0,054 -0.005 24-2 7 -0.004 0.013 16.410 105.200 27.760 -0.002 19.910 0.123 -0.002 0.006 66902 44.210 17.680 -00001 8.383 0.051 -0.004 24-2 8 -0.006 0.014 27.800 75.090 35.370 -0.006 190200 0.104 -0.003 0.006 11.690 316560 14.880 -0.002 8.083 0.044 -0.006 24-2 9 -0.008 0,014 426410 16.620 44.530 -0.010 17.750 0.076 -06004 06006 17.830 6.980 18.740 -0.004 7.472 0.032 -0,008 24-2 10 -00008 00015 65.490 -75.610 36.210 -0.010 16.810 06042 -0.004 0,007 27.540 -31.790 15.230 -0.004 7.078 0.018 -0.008 24-2 11 -06009 0.013 90.030 -235.600 61.010 -0.013 8.318 0.012 -0.004 0.006 37.850 -99.080 25.660 -06006 3.505 0.005 -0.009 24-3 1 -04004 0.005 -39.810 -98,500 -10.600 -0.005 -0,496 0.004 -0.009 0.011 -94.670 -234.300 -25.240 -0.012 -1.194 0.010 -0,009 24-3 2 4004 0.004 -26.790 -370650 -14.820 -0,005 -1.837 0.015 -0,007 04007 -63.710 -89.550 -35.260 -0.011 4.374 0.036 -0.007 24-3 3 -0.002 0.002 -18.920 -0.076 -12.760 -0,004 -3.035 0.028 -0.004 0.003 -44.990 -0.197 -30.330 -0.009 -7.218 0.067 -0.004 24-3 4 0,000 0.000 -13.350 24460 -94999 -0.002 4.315 0.040 0.002 -0,001 -31,750 58.150 -23.760 -0.005 -10.250 00095 0,001 24-3 5 0.004 -0.001 -8,905 39.640 -8.199 0.000 -5.184 0.049 0.009 -0.004 -21.180 94.260 -19.470 04001 -121310 0.116 0.004 24-3 6 0.007 -0,002 -5.284 476610 -8.209 0.003 -6.396 04053 0.017 -0.006 -12.570 1134200 -19.490 0.007 -15,190 0.126 0.007 24-3 7 0,014 -00001 -0.807 50.250 -8.843 -0.003 -9,173 0.053 0.035 -0.003 -1.916 119.500 -21,000 -0.007 -21.790 0.125 0.014 24-3 8 0,042 -0.002 6.130 112.900 -26.000 0.002 -24,110 0.111 0.017 -0.001 2.576 47.490 -10.950 0.001 -10.150 0.047 0.017 24-3 9 0.043 -0.011 14.600 850350 -30.580 -04028 -25.360 0.085 0.018 -0,004 6.140 35.880 -12.880 -0.012 -10.680 0,036 0.018 24-3 10 0.050 -0.002 17.830 57.480 -30,530 0.029 -26.360 0.050 0.021 -0.007 7494 24.170 -12.850 0.012 -114100 0.021 0.021 24-3 11 0.051 -0.002 240750 10.950 -316420 0.026 -27.100 0.010 0.021 -0.001 10.400 4.607 -13.230 06011 -11.410 0.004 0.021 25-1 1 -0.015 0,005 -6.246 5.750 13.760 -0.020 6.453 06002 -0.034 0.011 -14.860 13.680 32.740 -0,047 154350 0.005 -0.034 25.1 2 0.000 00002 -5.599 136650 6.534 -0.002 5,876 0.008 0.001 0.003 -13.320 32480 15.550 -0.006 13.980 0.018 0.001 25.1 3 0,000 0.002 -2.937 17.910 5.652 -0.003 3.563 0.012 0.000 0.004 -6,987 42.620 13.450 -0.007 8.478 0.029 0.000 25-1 4 0.000 0.002 -1.770 21.170 2.508 -0.001 2.172 0.016 0.001 0.004 -4.210 50.370 5.968 -0.002 5.167 0.038 0.001 25-2 1 0,000 0.001 -0.287 20.280 -1.277 0.000 -0.646 0.020 0,001 0.003 -0.682 48,240 -3.038 0.001 -1.537 0.047 0.001 25-2 2 0.001 0.002 3.762 37410 -14.560 0.003 -9,566 0.051 0.000 0.001 1.581 15.720 -6.118 0.001 -4.027 0.021 0.001 25-2 3 0.000 0,001 8.797 21.330 -14.160 0.005 -12.660 0.053 -0.001 0.001 3.698 8.966 -5.954 0,002 -5.321 0.022 0.000 25.2 4 0,000 0,001 8.724 -2.270 -24.770 0.004 -13.890 0.053 0.000 0.001 3.667 -0.953 -10.410 0,002 -5,B40 0.022 0.000 25-2 5 0.002 0,001 5.485 -32.780 -7,812 0.004 -12.080 0.055 0.000 0.001 2.306 -13.780 -3.283 0.002 -5.076 0,023 0.000 25-2 6 0.002 0.001 2.400 -50.400 -10.280 0.005 -9.601 0.060 0.000 0.001 1.009 -21.180 -4.322 0.002 -4.035 0.025 0.000 25-3 1 0.000 0.001 -2392 -20.180 -3.040 0.003 -2.754 0.030 0.002 0.001 .5.692 48,010 -7.232 0.006 -6.553 0.070 0.000 25-3 2 0.000 0.001 -4.961 -7.740 -1.383 0.003 -1,563 0.036 0.003 0.001 -11.810 -18.420 -3.289 0.008 -3.720 0.086 0,000 25-3 3 0.001 0.001 -5.485 9.379 -0.659 0.004 -0.845 0.044 0.003 0,001 -13.050 22.310 -1.567 0.010 -2.010 0.104 0.001 25-3 4 0.001 0.001 -4.558 24.680 -0.440 0.005 -0.488 0.050 0.004 0.002 -104850 58.710 -1.044 0.012 -1.159 0.120 0.004 25-3 5 0.001 0.001 -2.777 34.900 -0.718 0.006 -0.442 0.055 0.005 0.002 -6.610 83.030 -1.706 0.015 -1.050 0.131 0.004 25-3 6 0.006 0.005 4,254 93.960 -4.490 0.010 -1.925 0.133 0.002 0.002 1,789 39.490 -1.890 0.005 -0.811 0.056 0.006 25-3 7 0.006 0,006 9.626 82.270 -6.225 0.013 -2.405 0.125 0.002 0.003 4.047 34.580 .2.621 0.006 -1.013 0.053 0.006 25-3 8 0.006 0.009 14.000 54.570 -7.229 0.016 -2.246 0.109 0.002 0.004 5.886 22.930 3.044 0.007 -0.947 0.046 0.006 25-3 9 0.004 0,012 16.380 13.800 -6.541 0.018 -0.629 0.088 0.001 0006 . 6.887 5.793 -2.756 0.008 -0.267 0.037 O.OOd 25-3 10 0.001 0.016 15.130 -32.420 -1.890 0.017 3.539 0.066 0.000 .007 0 6.361 -13.640 -0.800 0.007 1.485 0.028 0.001 25-3 11 -0,005 0.027 8.634 -67.570 11.440 0.009 11.360 0.040 -0.002 0.009 3.629 -28.410 4.807 0.004 4,775 0.020 -0.005 sit t Vail's Front Door Spa Design Max P Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P T Min P ki - i Min P D h Min P (kip- Twi Min r n ti S Axial ical B Vert ending (kip T orsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip p B ors n ( p d n. 't) linches) ID on ec Ki ) s) (Ki ms) ft) tt) Bendin tt) finc hes) (Kips) (Kips) (Kips) tt) , 688 0 010 ps ( p 970 6 166 6 002 0 3.660 0.004 0.004 -04001 -20.300 16.570 14.650 0.004 8. . 0 035 23.1 1 0.000 .8.534 . . 119 0 . 0 001 - 863 2 0.025 -0.001 00000 -14.280 47.240 -0.189 0.007 3.984 . p3.7 2 0.001 -10.210 33.780 . - . 001 0 . 016 71 -O-O6-3F --O .001 0.001 -4.331 34.980 -0.903 -0.001 -0.459 0.029 23-1 3 0.001 -9.512 76.820 -1.992 . - 1 . 302 5 081 0 001 -0 0.000 -1.570 37.000 -2.915 -0.001 -2.226 0.034 23.1 4 0.001 -3.738 88.010 -6.943 -0.00 01 - . 929 7 . 091 0 . -0.002 0.000 0.488 37.910 -4.433 -0.001 -3.332 0.038 23.1 5 0.001 1.158 90.770 -10.550 -0.0 . - 260 10 . 091 0 002 -0 0.001 2.826 34.7$0 -6.574 0.000 -4.3 0.038 23.1 6 6.718 82.660 -15.630 0.000 000 . - 240 -12 . 0 085 . -0.001 0.001 4.752 22.830 -6.745 0.000 5 -5.150 0.036 23.1 7 OO02 11.300 54.310 -16.020 0. . 1 890 . 074 0 001 -0 0.001 6.653 8.025 -5.168 0 .000 -5.004 0.031 -1 23 1 8 15.820 19.100 -12.270 0.000 1 . -1 8 585 . 062 0 . -0.001 0.001 8.318 -10.040 -2708 -0.01 -3.617 0026 . 23 9 19.790 -23.860 -6.409 -0.00 . - . 0 053 002 -0 0.007 6145 -3.280 -4.591 0000 -7.677 0.022 23.1 10 R 14.620 -10900 001 730 1 . 051 0 . -0.002 0.001 2.625 4 -0.597 -0.001 0724 0.021 2.1 11 6.246 -1.410 -0. . 17 290 . 058 0 -0 003 0.001 -4.063 -43.450 -12.770 0.000 -7268 0.025 3-2 1 -9.664 30390 -0.001 04 - . -1809 . 079 0 . -0.003 0.001 -6.387 1.540 -0.020 -0.002 0758 0.03 23-2 -15.190 -74.980 -0.064 -0.0 60 . 111 0 004 -0 0.001 -7.879 -12.570 9 776 -0.002 7.175 0.046 23-2 3 -18.740 -29.850 23.230 -0.005 002 17.0 550 30 . 146 0 . -0.004 0.002 -7.981 11.370 20.500 -0.001 12.850 0.061 P3.2 4 0.004 -18.980 27.080 48.750 -0. . . 0 780 -0 005 002 0 -64364 26.660 23.180 -0.002 5.590 1 0.076 23-2 5 0.004 -15.130 63.460 550110 -0.004 007 0 374060 39 030 . 208 0 . -0.006 . 0.002 -4.020 38.040 21.900 0.004 - 16.410 0.087 23.2 6 0.004 -9.552 90.530 52.060 . - . 90 . 0 229 005 -0 0 002 A 136 42.210 2.21 0 22.130 -0.004 144590 0.096 p3-2 7 06006 -2.690 100.400 52.590 -0.007 002 34.6 350 25 . 0 241 . -0.005 . 0.002 0.194 37 0 7 440 16.150 -0.001 100670 00101 23-2 B 0.006 0.476 89.080 38.350 -0. . 7 . 244 0 -0 005 003 0 1.818 30.630 8.999 -0.003 30462 0.103 23-2 9 0.006 4.343 72.880 21.340 7 -0.006 6 0 8.19 770 17 . 242 0 . -04005 . 0.003 20706 21.810 -7.959 -0.003 -7.450 0.102 23-2 10 0.007 6.459 51.860 19.020 -0. 0 . - 480 4 238 0 004 -0 0 003 1.027 14.990 39.540 -0.002 -19.940 0.700 23-2 11 0.007 2.470 35.580 -94.130 -0.004 005 -47. 130 -30 . 230 0 . 0.001 . 0.005 3.915 -6.097 30.790 0.003 -12.640 0.097 p3-3 1 0.010 9.333 -14.700 -73.350 0. . 7 670 0 0122 005 0 004 0 -1.205 -9.010 -10.150 0.002 -11.620 0.093 23-3 2 0.008 -2.869 -21.650 -24.160 0.004 013 0 . -2 -26 090 212 0 . 0.007 . 0.003 -3.239 0.344 -13.300 0.006 -11.880 0.097 23-3 -3 3 0.005 -7.117 0.617 -29.180 . . 14450 4 132 0 009 0 0.002 -3.891 14.600 -12.620 0.011 -10.330 0.094 p3 4 0.003 -5.440 20.470 -17.680 0.076 03 - 391 -6 . 086 0 . 029 0 -0.002 -5.521 77.200 -20.080 -0.007 -15.150 0.204 23-3 5 -0.001 72.314 32.520 -8.481 -0.0 . . 081 0 . 0 032 005 -0 -1.701 96.150 -16.220 0.001 -11.720 0.192 23.3 6 -0.002 70.708 40.470 -6.857 0.001 004 0 -4.950 887 -3 . 073 0 . 0.035 . -0.007 2.697 702.600 -13.330 0.010 -9.190 0.173 23-3 7 -0.003 1.140 43.180 -5.639 . . 068 3 . 0 061 037 0 -0.009 7.318 96.230 -10.800 0.021 -7.242 0.145 23-3 8 -0.004 3.082 40.470 -4.572 0.009 006 . - 297 -2 . 046 0 . 0.036 -0.019 12.390 79.880 -2.080 -0.014 -5.411 0.108 23-3 9 -0.008 54216 33.590 -0.899 -0. . 031 1 . 026 0 039 0 -0.010 17.680 474900 -7.455 0.026 -2.403 0.062 23-3 10 -0.004 70436 20.140 -3.162 0.011 006 0 . - -0 532 . 005 0 . 0.060 -0.010 24.380 9.640 -5.688 0.013 -1.217 0012 23-3 11 -0.004 10.250 41050 -2.418 , . 436 7 . 0 007 001 0 0.001 -6.521 6.136 11290 -0.003 3.127 04003 2q-7 1 0.002 -15.520 141600 26.650 -04007 007 . 876 2 0 0 033 . -0.001 0.001 -6.138 23.570 0.964 -0.004 1.310 0.015 24.1 2 0.001 -13.480 51.770 20118 -0. . 337 1 0 034 0 001 -0 0.000 -2.864 33.310 -29989 0.000 -0.956 0.024 pq_7 3 0.001 -4.006 46.590 -4.181 0,000 001 0 . - 647 -6 . 063 0 . -0.001 0.001 0.817 36.330 -4.234 0.000 -3.027 0.029 2q-1 4 0.001 1.793 79.780 -94298 - 0 1 . A0 1 0 0 064 0 001 -0 0.001 3.429 30 480 -4.646 -0.001 -4.254 0.027 24.1 5 0.002 8.158 72.520 -11.050 -0.00 000 0 . 781 -9 . 055 0 . 0.000 0.001 7.653 20.630 -8.693 0.000 -4.113 0.023 24-1 - 6 0.002 18.210 49.080 -20.680 . . 11 660 . 039 0 -0 001 04001 12.190 4.112 -5.256 0.000 -4.903 0.016 pq_7 7 0.003 26.960 9.787 -12.500 -0.001 001 . - 969 -9 . 0 019 . -0.001 0.002 17.740 -25.140 -10.840 0.000 -4.190 0.008 pq-1 8 0.004 42.200 -59.820 -25.790 0 . 013 3 . 004 0 001 -0 0.002 28460 -65.890 -7.296 0.000 -1.264 0.002 24-1 9 0.004 67.720 -156.800 -17.370 0001 000 0 . - 238 2 . 010 0 . -0.001 0.002 -29.330 -72.470 8.202 0.000 0.944 0.004 24.2 1 0.005 -69.780 -172.400 199510 . . . 038 0 000 0 0 003 -19 570 -24.790 14295 0.001 3.755 0.016 24-2 2 00006 46.560 -58.970 3.062 0.002 001 7.493 11 420 . 0 071 . -0.001 . 0.003 . -14.100 6.592 5.212 0.000 4.809 0.030 2q-2 3 0.007 -33.550 15.690 12.380 0. . 5 0 701 0 001 -0 003 0 -9.385 27.250 6.991 70.001 6.166 0.042 2q-2 4 0.008 ~-22.330 64.840 16610 0.000 002 14.6 0 940 18 9 121 0 . -0.001 . 0.004 -4.838 400650 6:497 04000 7.973 0.051 24-2 5 0.009 A 1.510 966710 15.430 0. . 18 170 . 0129 -0 003 0.005 1076 45.160 15.090 -0.001 7.651 0.054 24_2 6 0.011 2.557 107.400 35.860 -0.002 002 . 19 910 0 123 . -0.002 0.006 60902 44.210 11.680 -0.001 86383 0.051 24-2 7 0.013 16.410 105.200 27.760 -0. . 0 0 104 0 -0 003 006 0 11.690 37.560 14.880 70.002 8.083 0.044 24.2 8 0.014 27.800 75.090 35.370 -0.006 010 0 19.20 750 17 . 076 0 . -0004 . 0.006 17.830 6.980 18.740 -0.004 76472 0.032 24.2 9 0.014 42.410 16.620 44.530 . - . 16 810 . 042 0 004 -0 0.007 27.540 -31.790 15.230 -0.004 7.078 0.018 2q-2 10 0.015 65.490 -75.610 36.210 -06010 013 0 . 8 318 0 012 0 . -0.004 0.006 37.850 -99.080 25.660 -0.006 3.505 04005 2q.2 11 0.013 90.030 -235.600 61.010 . - . 194 1 . 010 0 004 -0 0.005 -39.810 -98.500 -10.600 -04005 -0.496 0.004 24-3 1 0.011 -94.670 -234.300 -25.240 -0.012 011 . - 374 -4 . 0 036 . -0.004 0.004 -26.790 -37.650 -14.820 -0.005 -1.837 0.015 2q_3 2 0.007 -63.710 -89.550 -35.260 -0. . 7 099 . 0 066 -0 002 0.002 -20.150 -0.082 -13.590 -0.004 -3.233 04030 24-3 3 0.003 -44.250 -0.192 -29.830 -0.009 0 003 . - -6 432 . 060 0 . 00002 -0.001 -27.820 50.950 -20.820 -0.004 -8.964 0.003 2q-3 4 0.000 • -19.900 36.450 -14.900 . - 184 5 . 049 0 009 0 -0.004 -21.180 94.26 A9 0.001 -12.310 0.116 24.3 5 -0.001 -8.905 39.640 -8199 0.000 003 . - 396 -6 . 0 053 4 0.017 -0.006 -129570 111200 -18.490 0.007 -75.190 0126 24-3 6 -0.002 -5.284 47.610 -8.209 0. . 173 9 . 053 0 035 0 -0.003 -1.916 1190500 -21.000 -04007 -21.790 0.125 24-3 7 -0.001 70.807 50.250 -8.843 -0.003 001 0 . - 150 -10 . 0 047 6 0.042 -0.002 2.130 112.900 -26.000 0.002 -24.110 0.111 24.3 8 -0.001 2.576 47.490 -10.950 . . 10 680 . 036 0 043 0 -0.011 14.600 85.350 -30.580 -0.028 -25.360 0.085 24-3 9 -0.004 6.140 35.880 -12.880 -0.012 0 012 . - -11 100 0 021 0 0 0.050 -0.002 17.830 57.460 -30.530 0.029 -26.3fi0 0.050 243 10 -0.001 7.494 24.170 -72.850 . . 11410 9 0 004 057 0 -0.002 240750 10.950 -31.420 .026 0 -27.100 0.010 24.3 11 -0.001 10.40 0 4.607 -13.230 0.011 047 - 15 350 . 005 0 . -0.015 0.005 -6.246 5.750 13.760 -0.020 6.453 0.002 25.1 1 0.011 -14.860 130680 32.740 -0. . 990 0 018 0 000 0 0.002 -5.599 13.650 6.534 -0.002 5.876 0.008 25 -1 2 0.003 -13.320 32.480 150550 -0.006 0 007 13. 8 478 0 029 0 . 0.000 0.002 -2.937 170910 5.652 -0.003 3.563 0.012 2$-1 3 0.004 -6.987 429620 13.450 . - . 67 . 038 0 000 0 002 0 -1 .770 21.170 2.508 -0.001 2.172 0.076 p$-7 4 00004 -4.210 50.370 5.968 -06002 001 0 5.1 537 -1 . 047 0 . 04000 . 0.001 -0.287 20.280 -1.277 0.000 -0.646 0.020 25.2 1 0.003 -0.682 48240 -3.038 . 3 4 408 9 . 050 0 04000 06001 1,685 16.750 -6.518 0.001 -4.284 0.023 25-2 2 0.002 3.700 36.790 -14.320 0.00 005 0 . - 450 -12 . 052 0 0.000 0.00 1 3.939 9.552 -6.343 0.002 -5,669 04024 25.2 3 0.001 8.652 204980 -13.930 7 9 . 660 13 . 0 052 0 00 0 0000 1 3.906 -7.016 -71.090 0.00 2 -6.221 0.024 25.2 4 0.001 8.580 -2.233 24.360 0.004 003 0 . - 564 -7 . 034 0 0 04002 0000 1 4.807 .28.730 -6.846 0.00 4 -10.580 0.048 25-2 5 0.007 3.435 -20.530 -4.892 . . 013 6 . 0 038 00 0 0 0.00 1 1.075 -22.570 -4.605 0.00 2 -4.299 04027 25-2 6 0.001 1.504 -31.560 -6.441 0.003 004 0 - 1 104 -4 . 044 0 . 0.00 0 0.00 7 -2.549 -21.50 0 -3.238 0.00 3 -2.934 0.031 25-3 1 0.001 -3.565 -30.070 4.530 . 00 0 . 330 5 -2 . 0 064 0.00 1 0.00 1 -5.286 -8.24 6 -1.473 0.00 3 -1.666 0.038 25-3 2 0.001 -7.393 -11.530 -2.061 . 0 00 . 259 6 -1 . 065 0 0.00 1 0.00 1 -5.844 9.99 2 -0.702 0.00 4 -0.900 0.046 25-3 3 0.002 -8.173 13.980 -0.982 . 01 . 140 2 -1 . 118 0 0.00 1 0.00 1 -4.856 26.29 0 -0.468 0.00 5 -0.519 0.054 25-3 4 0.002 -10.670 57.740 -1.027 0. 01 0 . 5 -1 032 . 129 0 0.00 2 0.00 1 -2.959 37.18 0 -0.765 0 0 .0 6 -0470 0.059 25-3 5 0.002 6.501 - 81.660 -1.678 . 0 01 . 925 0 -1 . 133 0 0.00 2 0.00 2 1.789 39.49 0 -1.890 0.00 5 -0.811 0.056 25-3 6 0.005 4.254 93.960 -4.490 . 01 0 . 405 3 -2 . 125 0 0.00 2 0.00 3 4.047 34.58 0 x.621 0.00 6 -1.013 0.053 25-3 7 0.006 9.626 82.270 -6.225 . 01 . 246 6 -2 . 0 109 0.00 2 0.00 4 5.886 22.93 0 -3.044 0.00 7 -0.947 0.046 25-3 8 0.009 14.000 54.570 -7.229 0. 01 0 . 629 8 -0 . 0 088 0.00 1 0.00 6 6.887 5.79 3 -2.756 0.00 8 -0.267 0.037 25-3 9 0.012 16.380 13.800 -6.541 . 01 0 . 539 7 3 . 066 0 0.00 0 0.00 7 6.361 713.64 0 -0.800 0.00 7 1.485 0.028 25-3 10 0.016 16.130 -32.420 -1.890 . . 11 360 . 00 48 -0 00 2 563 9 3.629 -28.41 0 4.807 0.00 4 4.775 0.020 25-3 11 0.021 8.634 -67.570 11.440 0.00 . 9 . Design Strip Forces 5112 Vail's Front Door Spa Design ID Max M I.P. Section Shear (Kips) MUM tidal (Kips) Max M Vertical (Kips) Max M Bending (kip-h) Max M Torsion (kip- ft) Max M Dphm. Band10 Twist (kip- MUM it) Max M Deflection (inches) Min M I.P. Shear (Kips) Min M Axial (Kips) Min M Vertical (Kips) Min M Bending (kip h) Min M Torsion (kip- ft) Min M Dphm. Bending Min M Twist (kip- ft) Min M Deflection (inches) 254 1 -0.006 0.011 -0.127 -31.120 13.270 -0.002 8.915 00016 -0.014 0.026 -0.301 -74.010 31.560 -0.005 21.200 0737 25-4 2 -0.012 01012 -2.612 -23.670 21.760 -0.012 124470 0.014 -0.027 0.028 -6.211 -56.280 51.750 -0.028 29.660 0.033 25-4 3 -0.018 0.011 -2.700 -12.550 26.340 -0.023 14.060 0.015 -0.042 0.025 -6.419 -296850 62.660 -0.054 33.450 0.035 25-4 4 -0.019 0.003 -1.510 -4.376 32.540 -0.010 12380 0.017 -0.043 0.006 -3.588 -10.420 77.410 -00022 294440 00040 25-5 25-5 1 0.011 2 0.022 -0.002 0.016 -9.246 -7.089 20.880 37.460 22.410 10.860 0.018 -0.044 18.470 9.488 0.047 0.052 0.004 00009 -0.001 0.007 -3.887 -2.981 8.783 15.750 9.427 4.568 0.007 -0.019 7.766 3.991 06020 04022 25-5 3 D.016 D.015 -3.572 476350 1.314 -0.027 0.598 0.054 0.006 0.007 -1.502 19.910 0.554 -0.012 0.252 04023 25-5 25-5 4 0.014 5 0.013 0.016 0.011 0.479 4.203 50.630 47.910 -74292 -17.050 -0.042 -0.048 .8.343 .17.230 0.053 06047 0.006 0.005 0.007 0.005 04201 1.766 21.290 20.140 -1066 -7.168 -0.018 -0.020 -3.508 -7.245 0.022 0.020 25-5 6 0.028 0.000 7.608 41.670 -26.940 -0.027 .24830 04038 04011 0.000 3.198 17.520 -11.330 -04011 -10.440 00016 25-6 25-6 1 04090 2 0.086 -06007 -0.005 -2.170 -1.601 25.800 270160 -115.700 -1120100 0.035 0.087 43.420 -43.510 0.024 0.018 0.037 0.036 -04003 -0.002 -0.913 -0.674 10.840 11.420 -486640 -47.110 0.015 04036 -18.260 -180290 0.010 0.007 25-6 3 06080 0.005 8.000 16.830 -98.850 -0.041 -494520 0.011 0.033 0.002 3.362 7.073 -41.560 -0.017 -20.820 0.005 25-6 4 0.080 0.005 8.013 10.940 -99200 0.018 -49.520 0.005 0.033 0.002 3.367 4.600 -416700 0.007 -20.820 0.002 26-1 1 0.014 -0.005 6.124 7.857 27.190 -0.005 12.680 0.000 0.006 -0.002 2.574 3.302 11.430 -0.002 5.328 0.000 26-1 2 -0.001 -0.003 5.259 4.380 21.140 -0.010 11.700 0.000 -00001 -0.001 2.211 16841 8.887 -0.004 4.917 0.000 26-1 3 -0.001 -0.004 9.943 4.189 4.115 -0.011 8.947 0.001 -0.001 -0.001 4.179 1.761 1.730 -0.005 3.760 0.000 26-1 26-2 4 -0.001 1 -0.001 -0.002 -0.002 6.395 4447 -2.492 -2.663 6.588 5.604 -0.002 -0.002 3128 2.616 0.000 0.001 -0.001 0.000 -0.005 -0.004 15.220 -15.340 -5.929 -66336 15.670 13.330 -0.005 -0.004 8.870 6.224 0.000 0.002 26-2 2 0.000 -04004 -4.488 12.200 9206 . -0.00 1.902 0.004 -0.001 -0.001 -1.887 5.126 3.869 -0.001 0.799 0.002 26-2 3 0.000 -0.003 6.259 10.570 3.841 0.000 -0.751 0.004 0.000 -0.001 26631 4.444 1.614 0.000 -0.316 0.002 26-2 4 0.000 -0.001 7.583 -3.078 0.769 0.000 -0.969 0.001 0.000 -04003 18.040 -7.324 1.830 -0.001 -2.305 0.003 26-2 5 -0.001 -0.001 12.850 -19.550 1.172 0.000 -1.331 0.000 0.000 -0.003 304580 -46.520 2.789 0.000 -3.165 06000 26-2 6 0.000 -0.001 20.460 -474570 -1.394 0.000 -1.928 0.000 0.000 4003 484670 -113.200 -3.316 0.000 -4.585 -0.001 26-3 1 0.000 -0.001 -26.810 -59.110 -3.998 06001 -2.176 0.005 0.000 -0.004 -63.790 -1404600 -9:509 06001 -5.174 0.012 26-3 2 0.000 -0.002 -19.060 -14.040 -3.750 0.001 -26650 0.018 0.001 -0.005 -45.340 -336410 -8.919 04002 -6.301 0.044 26-3 3 0.001 -0.006 -31.480 34.080 -86475 00003 -6.604 0.078 0.000 -0.002 -13.230 14.320 73.564 0.001 -2.777 0.033 26-3 4 0.001 -0.007 -20.730 75.740 -7.482 0.004 -6.518 06107 0.000 -0.003 -8.712 31.840 -3.147 0.001 -2.741 0.045 26-3 5 0.002 -0.009 -12.100 99.710 -7.404 0.006 -5.963 0.126 00000 -00003 -5.084 41.910 -3.114 0.002 -2.508 0.053 26-3 6 0.004 -0.012 3.375 107.000 -5.162 0.004 -4.085 0.133 0.001 -0.005 1,419 44.970 -2.172 0.002 -1.718 0.056 26-3 7 0.004 -0.015 11160 100.400 -3.553 0.006 -2.776 0.126 0.001 -0.006 4.691 42.190 -1.495 0.003 -1.168 0.053 26.3 8 0.005 -0.018 19.710 78.070 -1.526 04010 -1.262 0.108 0.002 -0.007 8.283 32.810 -0.642 0.004 -0.531 0.045 26-3 9 0.006 -0.022 29.730 370740 0.659 0.015 0.354 04079 0.002 -0.009 126500 150860 00277 00006 0.149 0.033 26.3 10 0.003 -0.011 18.050 -11.010 1.850 0.010 0.815 0.019 06007 . -0.026 42.950 -26.200 4.398 0.024 1.937 0.045 26-3 11 0.003 -0.012 25.240 -53.480 34666 0.015 1.422 0.005 0.007 -0.031 60.060 -127.300 8.716 0.037 3380 0.013 26-4 1 0.002 -0.014 -14.910 -42.180 0.334 0.023 14701 -0.001 0.006 -0.035 -35.470 .100.400 0.787 0.055 4.042 -0.003 26-4 2 -0.001 -0.015 -8.345 -20.760 1.504 0.032 16999 -0.002 -0.001 -0.037 -19160 49.400 3.567 04070 4.750 -0.005 26-4 3 -0.010 -0.013 634219 -12.290 16447 0.035 1.891 -0.002 -04022 -0.032 -79658 -290240 3.425 0.085 49491 -0.004 264 4 -0.030 04016 2.329 -14.760 6.770 -0.092 1.536 0.000 -0.070 0.035 5.541 -35.130 16.080 -0.217 3.651 -0.001 27-1 1 -0.001 04002 -79614 0.569 -6160 0.001 -2.977 0.001 -0.001 0.001 -39200 0.239 -2.841 0.001 -1.251 0.001 27-1 2 -0.001 0.002 -7.627 3.139 -6.734 0.000 -2.921 0.002 -0.001 0.001 -34206 1.319 -2.830 00000 -1.228 0.001 27-1 3 -0.001 0.002 -7.640 5.713 -66709 0.000 -2.864 0.003 .0.001 0.001 .3211 2.401 -2.820 0.000 -1.204 0.001 27-1 4 -0.001 0.002 -7.654 8.301 -6.682 0.000 -2.808 09003 -00001 0.001 -3.217 3.489 -2.809 00000 -1.180 0.001 27-2 1 0.000 0.004 -2.259 12.240 -1.934 .04001 -06424 0.007 00000 00002 -0.950 5.146 -0.813 0.000 -0.178 0.003 27-2 2 -0.001 06004 2.556 10.190 1302 -0.002 1.327 0.009 -0.001 0.002 1.074 4.284 1.388 -0.001 0.558 0.004 27-2 3 -0.001 00001 2.904 -0.068 30821 -0.001 19407 0.005 -0.001 ' 0.003 6.909 -0.161 9.089 -0.003 3.348 0.011 27-2 4 -0.002 0.000 3.299 -9.583 3.432 0.001 1.811 0.006 -0.004 0.001 7.849 -226800 8.164 0.002 4.308 0.014 27-2 5-0.002 0.000 2.732 -19.170 2.050 0.001 1.186 0.008 -0.004 -0.001 6.501 -45.610 4.876 0.001 2.822 0.020 27-2 6 -0.002 0.000 0.536 -250970 0.751 0.000 0.238 0.012 -0.004 -0.001 1.274 -61.780 14787 0.000 0.566 0.029 27-3 1 -0.002 -0.001 -3.133 -24.390 -1.651 -0.001 -1.325 0.019 -0.004 -0.002 -7.455 -58.020 -3.927 -04002 -3.151 0.045 27-3 2 -0.002 -0.001 -6.071 -10.150 -1826 -0.002 -2.391 09029 -0.004 -0.003 -14440 -24.150 -9.100 -0.004 -5.688 00068 27-3 3 -0.004 -0.004 -16.090 21.530 -10.030 -0.006 -6.032 0.094 -0.002 -0.001 -6.761 9.051 -4.215 -0.003 -2.536 0.039 27-3 4 -0.004 -0.004 -13.580 60.860 -4.712 -0.009 4317 00118 -0.002 .0.001 -5307 25.580 -1.981 -0.004 -1.815 0.049 27-3 5 -0.004 -0.005 -9.564 89.170 -4.705 -0.011 -2.907 0.135 -0.002 .040021 -4.020 37.480 -1.978 -0.005 -1.222 0.057 27-3 611 -0.004 -0.005 -4.331 1000500 -20009 -0.015 -06723 0144 -0.002 -0.002 -1.820 42.260 -0.845 -0.007 -0.304 0.060 27-3 27-3 7 -0.004 8 -0.003 -0.004 -0.003 6.397 100710 89.510 664000 16189 16009 -0.015 -0.021 1.910 2.049 0.140 0.127 -0.002 -0.002 -0.001 -0.001 2.689 44502 37.630 270740 00500 0.425 -0.006 -0.009 06803 0.862 00059 0.053 27-3 9 -0.002 -00001 131110 30.430 -2.311 -0.027 0.529 0.107 -0.001 0.000 50512 12.790 -0.970 -0.011 06223 0.045 27-3 10 0.000 0.002 5.389 -4.016 -1.077 -09014 -0.420 0.035 0.001 0.002 12.820 -9.556 -2.565 -0.033 -1.001 0.084 27-3 11 0.002 0.004 3.362 -17.190 -3.151 -0.014 -1.590 0.026 0.007 0.008 7.998 -40.890 -7.497 -0.034 -3783 0.062 27-4 1 0.007 0.008 0.668 -20.600 -6.059 -0.010 -2.941 0.019 04018 0.016 1.589 -499010 -144410 -0.025 -6.998 0.046 27-4 2 0.016 0.012 -0.639 -16.760 -9.696 0.005 -4+20311 0.015 0.038 0.027 .1.521 -39.880 -23.070 0.012 -9.998 0.035 27-4 3 0.032 00016 -0.148 -11.790 -14.770 0.043 -4.838 0.012 0.076 0.037 -0.354 -280060 -35130 00102 -11.510 04029 27.4 4 0.056 0.001 0.119 -8.749 -15.770 0.054 -3.931 0.011 0.134 0.000 0.283 -20.810 -37.520 0.129 -9.351 0.026 27.5 1 0.011 -0.017 -50690 2,867 -3.365 0.000 -1.559 0.027 0.004 -0.007 -2.392 1.205 -1.414 0.000 -0.655 0.011 27-5 2 0.001 0.003 -1930 14.660 -2.197 0.036 00704 0.028 0.000 0.002 -1.652 6.161 -0.923 0.015 0.296 0.012 27-5 3 04003 0.011 -1.674 21.860 -0.912 0.051 2.389 0.029 06001 0.005 -0304 9.187 -0.383 0.021 1.004 04012 27-5 4 0.005 06012 0.927 24.540 0.417 0.050 3.973 0.029 0.002 00005 00390 104310 0.175 0.021 1.670 0.012 27-5 5 09001 0.007 1229 23.600 2.745 0.050 5.587 0.026 0.000 0.003 1.357 90919 1.154 0.021 20348 0.011 27-5 6 -0.035 -0.005 4.579 19.910 10.500 -0.024 7.176 0.021 -00015 -0.002 1.925 8.369 4412 -0.010 3.016 0.009 27-6 1 -0.069 -0.010 60752 12.110 154120 0.015 9.496 04013 -0.029 -0.004 2.838 5.092 6.354 0.006 3.991 0.006 27-6 2 -0.069 -0.010 6.752 6.977 15.110 -0.037 9.529 0.010 -0.029 ' -0.004 2.838 2.932 6.353 -0.016 4.005 0.004 27-6 3 -0.094 -0.006 9.392 7.527 15.050 0.029 10.160 0.006 -0.040 -0.003 3.948 3.164 6.328 0.012 4.271 0.003 27-6 4 -0.096 -0.007 9.574 0.478 15.190 -0.041 9.789 0.003 -0.041 .06003 4.024 0.201 6.385 -0.017 4.115 0.001 28-1 1 .0.005 0.058 16450 -0.990 17.500 -0.044 2.834 0.000 -0.010 0.138 39.140 -2.355 41.640 -0.107 6.742 0.000 28-1 2 0.003 0.025 4.711 -2.419 -4.450 -0.051 2.148 0.000 0.009 0.060 -11.210 -5.756 -10.590 -0.121 5.110 0.000 28-1 3 0.018 0.008 -2.680 -1.936 0.596 -0.051 2.535 0.000 0.044 0.018 -6.375 -4.606 1.417 -0.123 6.032 0.000 28-1 4 0.044 0.018 -6.392 1.246 1.410 -0.082 5.723 0.000 0.018 0.008 -2.687 0.524 0.593 -0.035 2.406 0.000 29-1 1 -0.040 0.006 2.555 0.199 7.381 -0.021 -27.630 0.001 -0.017 0.003 1.074 0.084 3.103 -0.009 -11.620 0.001 29-1 2 -0.002 -0.003 1.829 13.620 -54.510 -0.009 -42.720 0.006 -0.001 -0.001 0.769 5.723 -22.910 -0.004 -17.960 0.002 29-1 29-1 29-1 3 -0.007 4 -0.004 5 -0.003 -0.005 -0.002 -0.001 16.060 11.520 20.030 28.050 -0.244 -20.010 -54.390 -22.960 -33.270 0.001 0.000 0.002 -44.740 -18.810 -15.310 0.007 0.002 0.000 -0.003 -0.008 -0.006 -0.002 -0.005 -0.004 6.749 27.420 47.650 11.790 -0.580 -47.610 -22.860 -54.620 -79.150 0.001 0.000 0.005 -18.800 -44.750 -36.420 0.003 0.005 0.001 29-1 6 -0.003 -0.001 29.120 -65.720 -37.570 0.000 -10.300 -0.001 -0.006 -0.003 69.280 -156.400 -89.370 0.001 -24.510 -0.001 Design Strip Forces S(13 Vail's Front Door Spa Design Design Strip Forces ax V .P. I M Max V Max V Max V Max V Max V Maz V Max V Min V I.P. Min V Min V Min V ki ,in V ki - T i Min V hm D Min V in ti Twist (kip- Deflection Max P I.P. Shear ID Shear Section Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial p Vertical Bending ( p ors on ( ft . p e ndin ft) (inches) (Kips) (Kips) (Kips) (Kips) tt) ft) Bending it) (inches) (Kips) (Kips) j (Kips) it ) e 4 006 0 011 -0 127 0 120 .31 13.270 .0.002 8.915 0.016 .0.014 0.026 .0.301 -74.010 31.560 -0.005 21.200 0.037 .0.01 25.4 1 - . 012 0 . . 612 0 012 -2 . -23 670 21.760 -0.012 12.410 0.014 -0.027 00028 -6.211 -56.280 51.750 -0.028 29.660 0.033 -0.027 25-4 . 2 - 018 3 70 . . 011 -2 700 0 . -12.550 26.340 -0.023 14.060 0.015 -0.042 0.025 -6.419 -29.850 620660 -0.054 33.450 0.035 -0.042 0 043 25-4 25-4 . 019 4 -0 . . 003 -1.510 0 -4.376 32.540 -0.010 72.380 0.017 70.043 0.006 -3.588 -10.420 77.410 -0.022 29.440 0.040 470 0 047 8 . - 004 0 25.5 . 1 0.004 . -0.001 -3.887 8.783 9.427 0.007 7.766 0.020 0.011 -0.002 -9.246 20.880 22.470 860 10 0.018 044 -0 . 0 1 052 468 0 9 . 0.022 25.5 2 0.009 0.007 -2.981 15.750 4.568 -0.019 3.991 0.022 0.022 0.016 •7.089 37460 47 350 . 314 1 . 027 •0 . . 598 0.054 0 0.016 25-5 3 0.006 0.007 -1.502 19.910 0.554 -0.012 0.252 0.023 0.016 06 0.015 007 0 . -3.572 290 201 21 0 . -3.066 . -0.018 . -3.508 0.022 0.014 25-5 4 0.014 0.016 0.479 50.630 -7.292 -0.042 -8.343 0.053 0.0 005 0 . 005 0 . . 140 20 766 1 -7.768 -0.020 -7.245 0.020 0.013 3 25-5 5 0.013 0.071 4.203 47.910 -17.050 -0.048 -17.230 0.047 . 0 011 . 0 000 . . 520 198 17 3 -11.330 -0.011 -10.440 0.016 04027 25-5 6 01028 04000 74608 41.670 -26.940 -0.027 .24.830 0.038 0 010 . 090 0 6 007 -0 . 0 170 25.800 -2 .115.700 0.035 -43.420 04024 0.037 25-6 1 0.037 -0.003 -0.913 10.840 •48.640 0.015 . .18.260 007 0 . 086 0 . 005 -0 . 601 27.160 -1 -112.100 0.087 -43.510 0.018 0.036 25-6 2 0.036 -0.002 -0.674 11.420 -47.110 0.036 . -18.290 011 0 . 0 033 . 0 002 . 362 7.073 3 -47.560 -0.01 7 -20.820 0.005 0.080 -6 25 3 0.080 0.005 8.000 16.830 -98.850 -0.047 . -49.520 005 520 0 49 . 0 033 . 002 0 . 3.367 4.600 -41.700 0.007 -20.820 0.002 0.080 25-6 4 0.080 0.005 8.013 104940 -99.200 0.018 005 0 . . - 000 680 0 12 . 0 006 . -0.002 20574 30302 11.430 -0.002 5.328 0.000 0.006 26-7 1 0.074 -0.005 6.124 259 3 5 7.857 4 360 . 27.190 - 010 140 -0 21 . . 11.700 0.000 . -0.001 -0.001 2.211 1.841 8.887 70.004 4.917 0.000 -00001 26-1 2 -0.001 001 0 . -0.00 943 004 9 -0 . 4 189 . . 4.115 -0.011 8.947 0.001 -0.001 -0.001 4.179 1.761 1.730 .0.005 3.760 0.000 -0.001 26-1 1 26 0 3 - 001 4 .0 . . 005 15.220 .0 . 5.929 75.670 -0.005 8.870 0.000 -0.001 -0.002 6.395 -2.492 6.588 -0.002 3.728 0.000 002 224 0 -0.001 -0 001 - 26-2 . 1 -0.001 . -0.002 -6 447 -2.663 5.604 .0.002 2.616 0.001 0.000 -0.004 -15.340 -6.336 13.330 -0.004 003 0 . 6. 004 902 0 1 . .0 001 26.2 2 -0.001 -0.001 -1.887 5.126 3.869 -0.001 0199 0.002 0.000 .0004 .4488 12.200 4 444 9206 . 614 1 . - 000 0 6 . 4316 06002 9 0.000 26-2 3 04000 -0.003 6.259 10.570 3.841 0.000 -0.751 0.004 0.000 -0.001 . 2.631 078 583 -3 7 . 769 0 . 0.000 -0.969 0.001 00000 26-2 4 0.000 -0.003 186040 -7.324 1.830 -0.001 -2.305 0.003 0.000 -0.001 7 . . 550 850 -19 0 1 172 000 0 -1.331 0.000 -0.001 26-2 5 00000 -0.003 30.580 520 2.789 0.000 -3.165 0.000 -0.001 0.001 001 0 . 124 570 460 -47 20 . -1.394 . 0.000 -1928 .0.000 0.000 26-2 6 0.000 -Oq()0311 48.670 -113.200 -3.316 0.000 7 4.585 -0.001 0 005 0.000 000 0 . - 004 -0 . . 790 -140.600 -6 3 -90509 0 .001 -5.174 0.012 0.000 26-3 1 0.000 -0.001 -26.810 .59.110 3.998 0.001 . -2.176 018 0 . 001 0 . -0 005 4 340 .33.410 -45 -8.919 0.002 -6.301 0.044 0.000 26-3 2 00000 -0.002 -19.060 -14.040 -3.750 0.001 1 . -20650 777 0 033 2 0 001 0 . 006 -0 . -31.480 34.080 -8.475 0.003 -6.604 0.078 0.000 26-3 3 0,000 -0.002 -13.230 14.320 -3.564 0400 7 1 . - . 045 741 0 2 . 001 0 . 007 -0 -20.730 75.740 -7.482 0.004 -6.518 0.107 0.000 26-3 4 0.000 -0.003 -84712 31.840 3.147 0.00 114 0 002 3 6 - . 053 508 0 -2 . 0.002 . -0.009 -12.100 99.710 -79404 0.006 -54963 0.126 09000 26-3 5 0.000 -0.003 -5.084 41.910 107 000 . . - 004 162 0 -5 . . -4 085 0.133 0.001 -0.005 1.419 44.970 -26172 0.002 -1.718 0.056 0.007 26-3 6 09004 004 .04012 3.375 015 17 160 0 . 400 100 . . 553 0.006 -3 . -2.776 0.126 0.001 -0.006 4.691 42.190 -1.495 0.003 -1.168 0.053 7 0.001 26-3 7 0. 005 8 0 . - 6 710 018 19 -0 . 78.070 . -1.526 0.010 -1.262 0.108 0.002 -0.007 8.283 32.810 -0.642 0.004 0.531 0.045 0.002 0 002 26.3 . 9 0 006 . . 730 022 29 -0 37.740 0.659 0.015 0.354 0.079 0.002 -0.009 12.500 15.860 0.277 0.006 O.1 49 0.033 . 0 003 26-3 26-3 007 10 0 . . -0.026 42.950 -26.200 4.398 0.024 1.937 0.045 0.003 -0.071 18.050 010 1.850 0.010 5 0.815 0.019 005 422 0 1 . 0 003 26-3 . 11 0.007 -0.031 60.060 -1270300 8.716 0.037 3.380 0.013 0.003 70.012 251240 .534480 3.666 787 0 0.01 055 0 . . 042 -0 003 4 . 0 002 26-4 1 0.002 -0.014 -146910 -42.180 0.334 0.023 1.701 -0.001 0.006 -0.035 35.470 -1006400 7 . 567 3 . 0 078 . . 005 750 .0 4 . -0.001 264 2 -0.001 -0.015 45 -20.760 1.504 0.032 1.999 -0.002 -0.001 -0.037 19.860 -49.400 240 29 . 3 425 . 0 085 . . 491 70.004 4 -0.010 26-4 3 -0.070 -0.013 -3.219 -12.290 1.447 0.035 1.891 -0.002 -0.022 -0.032 . -7.658 - 760 14 . 770 6 . 092 -0 . 536 0.000 1 -0.070 26-4 4 -0.070 0.035 50541 -35.130 16.060 -0.217 3.651 -00001 -0.030 0.016 . 2.329 . 14 0 569 . 760 -6 . 0 001 0 977 0.001 .2 -0.001 27-1 1 70.001 0.001 .3200 0.239 -2.841 0.007 -1.251 0.001 -0.001 0.002 . .7.6 139 627 3 7 . 734 -6 . 0 000 . -2.921 0.002 -0.001 27-1 2 -0.007 0.001 -36206 14319 -20830 04000 -1.228 04001 -0.001 0.002 . . - 713 640 5 7 . 7 709 6 . 0.000 -2.864 0.003 -0.001 27-1 3 -00001 00001 .34211 2.401 .24820 0.000 -14204 0.001 -0.001 01 0.002 002 0 . . - 301 654 8 -7 . -6.682 0.000 -2.808 0.003 -0.001 27.1 4 -0.001 0.001 73.217 3.489 -2.809 0.000 -1.180 0.001 0 -0.0 000 0 0 004 0 . . 240 259 12 -2 -1.934 -0.001 -0.424 0.007 06000 27-2 1 0.000 0.002 .00950 5146 -0.813 0.000 -0.178 0.0 3 009 327 0 1 . -0 001 6 0 002 . . 1.074 4.284 1.388 -0.001 0.558 0.004 -0.001 27-2 2 -0.001 0.004 2.556 10.190 36302 -0.002 089 -0 003 9 6 . 011 348 0 3 0 .0.001 . 00001 26904 -0.068 3.821 -0.001 10407 0.005 -0.001 27.2 3 -0.001 0.003 6.909 -0.161 . . 164 0 002 8 . . 014 308 0 4 -0.002 0.000 3.299 -9.583 3 432 0.001 16817 09006 ' -0.003 27.2 4 -0.004 0.001 7.849 -220800 45 610 . 0 001 876 0 4 . . 822 0.020 2 -0.002 0.000 20732 -19.770 29050 0.001 1.186 0.008 -0.003 27-2 5 -0.004 -0.001 66501 - . 1 780 0 . 787 0 000 1 . 566 0.029 0 70.002 06000 0.536 -25.970 0.751 0.000 00238 0.012 -0.002 27-2 6 -0.004 -0.001 1.274 . -6 24 390 . . 001 651 -0 -1 . 325 0.019 -1 -0.004 -0.002 -7455 -58.020 -3.927 -0.002 -3.151 0.045 -0.002 27-3 1 -0.002 -0.001 -3.133 001 .6 071 0 . - -10 150 . . 826 -0.002 -3 . -2.391 0.029 -0.004 -0.003 -749440 -24.150 -9.100 -0.004 -5.688 0.068 7 -0.002 27-3 2 -0.002 2 . . - 761 001 -6 0 . 051 9 . 215 -0.003 -4 -2.536 09039 -0.004 -0.004 -16.090 21.530 -10.030 -0.006 6.032 0.094 -0.002 27.3 3 -0400 002 4 0 . . - 707 001 .5 -0 . 25 580 . -1.987 -0.004 -1.815 0.049 -0.004 -0.004 -13.580 60.860 -4.712 -0.009 -44317 0.118 -0.002 27-3 - . 5 70 002 . . 020 002 -4 -0 . 37.480 -7.978 -0.005 -1.222 0.057 -00004 -0.005 -9.564 89.170 -4.705 -0.011 -2.907 0.135 144 -0.002 0 002 27-3 27 3 . 002 6 -0 . . 002 -7.820 -0 42.260 -09845 .0.007 -0.304 0.060 -0.004 -0.005 -4.331 100.500 -2.009 -0.015 -0323 0. 803 0 059 0 . - -0 002 - 27-3 . 7 -0.004 . -0.004 60397 89.510 1.189 -0.015 1.910 0.140 -0.002 -0.001 29689 37.630 4 0.500 0 425 -0.006 -0 009 . . 053 862 0 0 . -0.002 27.3 8 .06003 70.003 10.710 66.000 1.009 -06021 2.049 0.127 -00002 -0.001 44502 27.7 0 12 790 . 970 -0 . 011 -0 . . 223 00045 0 -0.002 27-3 9 -0.002 -0.001 13110 300430 -26371 -0.027 0.529 00107 -0.001 0.000 . 5.512 016 389 -4 5 . 077 - . 014 -0 0 -0 420 0.035 0.000 27.3 10 0.001 0.002 12.820 -9.556 -2.565 -0.033 -1.001 0.084 0.000 0.002 4 . . 190 362 -17 3 3 151 . 751 -3 9 -0.014 -1.590 0.026 0.007 27.3 11 0.007 0.008 7.998 -40.890 -74497 -0.034 -3.783 0.062 00002 0.00 008 . . -20 600 668 0 . 059 -6 -0.010 -2.941 0.019 0.018 - 27 4 1 0.018 0.076 1.589 -49.010 -14.410 -0.025 -6.998 0.046 0.007 0. 0 027 . . 880 521 39 -1 . 723 070 0.012 -9.998 0.035 0.038 27-4 2 0.016 0.012 -0.639 -16.760 -9.696 0.005 -4.203 0.015 0.038 . 037 0 . . 060 354 -28 -0 . 130 -35 0.102 -11.510 0.029 0.076 27-4 3 0.032 0.016 -0.148 -11.790 -14.770 0.043 -4.838 0.012 0.076 0 056 9 001 0 . . 749 119 -8 0 . -15.770 00054 -3.931 0.011 0.084 27-4 4 0.134 04000 00283 -20.810 37.520 0.129 -9.351 0.026 . 011 . 017 0 . . 867 690 2 -5 -3.365 0.000 -1.559 0.027 04004 27-5 i 0.004 -0.007 -2.392 1.205 -1.414 0.000 -0.655 0.017 012 0 0. 001 0 . - 0 003 . 0 930 14.660 -3 .2.197 0.036 0.704 0.028 0.001 27-5 2 00000 0.002 -1.652 6.161 -04923 0.015 1 00296 012 004 0 1 . 003 0 . 0 011 0 -1.674 21.860 -0.912 0.051 2.389 0.029 0.003 27-5 3 0001 00005 -0.704 9.187 -0.383 00021 . . 029 973 0 3 . 002 0 . 0 005 0.390 10.310 0.175 0.021 1.670 O.2t2 0.005 -5 27 4 0.005 0.072 0.927 24.540 0.417 0.050 0 050 . . 026 587 0 5 . 000 0 . 0.003 1.357 9.919 1.754 0.021 2.348 0.011 0.001 27-5 5 0.001 0.007 3.229 579 4 23.600 19 910 . 2.745 024 500 -0 10 . . 7.176 0.021 . -0.015 -0.002 1.925 8.369 4.412 -0.010 3.016 0.009 -0.015 27-5 6 -0.035 . -0.005 752 010 6 0 . 110 12 . . 120 0.015 15 9.496 0.013 -0.029 -0.004 2.838 5.092 6.354 0.006 3.991 0.006 -0.029 27-6 1 -0.069 069 2 -0 . . - 752 010 6 -0 . 6.977 . 15.110 -0.037 9.529 0.010 -0.029 -0.004 2.838 2.932 6.353 -0.016 4.005 0.004 0 003 -0.029 0 040 ' 27-6 27-6 . 094 3 -0 . . -0.006 9.392 7.527 15.050 0.029 10.160 0.006 -0.040 .0.003 3.948 3.164 6.328 0.012 70 017 . 4.271 001 115 0 4 . - 041 -0 27-6 . 4 -0.096 -0.007 9.574 0.478 15.190 -0.041 9.789 0.003 -0.041 -0.003 4.024 0.201 990 450 -0 16 6.385 500 17 . -0 044 . . 2.834 0.000 . -0.070 .1 28 1 70.010 0.138 39.140 -2.355 41.640 -0.107 6.742 0.000 -0.005 009 0 0.058 060 0 . . 756 210 -5 -11 . -10.590 . -0.721 5.110 0.000 0.009 28-1 2 0.003 0.025 -4.711 -2.419 -4.450 -0.051 2.148 0.000 . 044 0 . 018 0 . . 375 -4 606 -6 1.417 -0.123 6.032 0.000 0.044 28-1 3 0.018 0.008 -2.680 -1.936 0.596 -0.051 2.535 0.000 000 0 . 0 044 . 0 018 . . 392 1.246 -6 1.410 -0.082 5.723 0.000 0.044 28-1 4 0.018 0.008 -2.687 0.524 0.593 -0.035 . 2.406 001 27 630 0 . 017 -0 . 0 003 . 1.074 0.084 3.703 -0.009 -11.620 0.001 -0.040 29-1 1 -0.040 0.006 2.555 0.199 7.381 -0.021 0 009 4 510 . . - 006 720 0 -42 . 001 -0 . -0.001 0.769 5.723 -22.910 -0.004 -17.960 0.002 0.001 29-1 2 -0.002 -0.003 1.829 13.620 . . - 5 001 0 0 . . 007 740 0 -44 . -0 003 -0.002 6.749 11.790 .22.860 0.001 -18.800 0.003 . ' -0.003 29-1 3 -0.007 -0.005 16.060 28.050 -54.39 . 000 0 . . 005 750 0 -44 . 004 -0 -0.002 17.520 -0.244 -22.960 0.000 -18.810 0.002 -0.004 2g-1 4 -0.008 -0.005 27.420 -0.580 -54.620 . 0 005 . . 001 420 0 -35 . -0 003 -0.001 20.030 -20.010 -33.270 0.002 -15.310 0.000 -0.003 29-1 5 .04006 -0.004 47.650 -47.610 . .79.150 . . 0 001 510 . 003 -0 -0 001 120 -65.720 29 -37.570 0.000 -70.300 -0.001 -0.003 29-1 6-0,006 , -0.003 69.280 -156.400 -89.370 0.001 . - -24. . . . SIN Vail's Front Door Spa Design Max P Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P Min P minP Min P Min P ID Section Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip. Deflection (Kips) (Kips) 1t) h) Sending it) (inches) (Kips) (Kips) (KIPS) 1t) k) Bending 1t) (inches) 25.4 1 00026 -00301 -74.010 31.560 -0.005 21.200 0.037 -0.006 0.017 -0.127 -31120 11270 -0.002 8.915 0.016 25.4 2 0.028 .6.211 .56.280 51.750 -0.028 29.660 0.033 -0.012 0.012 -2.612 -23.670 21.760 -0.012 12.470 0.014 25-4 3 0.025 -60419 -290850 62.660 -00054 33.450 04035 -0.018 0.011 -2.700 -12.550 26.340 -0.023 14.060 04015 25-4 4 0.006 .3.588 -70.420 77.410 -0.022 29.440 00040 -0.019 04003 -1.510 -4.376 32.540 -0.010 12.380 0.017 25.5 1 -0.001 .3.887 8.783 9.427 0.007 7.766 0.020 0.011 -00002 -96246 20.880 22.410 0.018 18.470 0.047 25-5 2 0.016 -7.089 37.460 10.860 -0.044 9.488 04052 06009 0.007 -2.981 15.750 4.568 .0.019 3.991 0.022 023 0 25-5 3 0.015 .3.572 474350 1.314 70.027 0.598 0.054 0.006 0.007 -7.502 194910 0.554 -0.012 0.252 4 25-5 4 0.016 0.479 500630 -7.292 -0.042 -8.343 0.053 0.006 0.007 0.201 21.290 -3.066 -0.018 -3.508 0.022 25-5 5 0.011 4.203 47.910 -17.050 -0.048 -17.230 0.047 0.005 0.005 1.766 20.140 -7.168 -0.020 -7.245 0.020 7 25-5 6 0.000 7.483 40.980 -26.500 -0.026 -24.420 0.038 0.012 0.000 3.407 18.660 -12.070 .0.012 -11.120 0001 25-6 1 -0.003 -0.913 10.840 .48.640 0.015 -18.260 0.010 0.090 -0.007 -2.170 25.800 -115.700 0.035 -43.420 0.024 25-6 2 -0.002 -0.674 11.420 -47.110 0.036 -18.290 0.007 0.086 -0.005 -1.607 27.160 .112.100 0.087 430510 06018 05 25-6 3 0.005 8.000 16.830 .98.850 -0.041 -49.520 0.011 0.033 0.002 3.362 7.073 .41 q560 -0.017 -20.820 0.0 25-6 6 0.005 8.013 10.940 -99.200 0.018 -49.520 0.005 04033 00002 3.367 4.600 -41.700 0.007 -20.820 0.002 26-1 1 -0.002 2.574 3.302 11.430 -0.002 5.328 0.000 0.014 -0.005 6.124 7.857 27.190 -0.005 72.680 0.000 26-1 2 -0.001 2.211 1.841 8.887 -0.004 4.917 0.000 -0.001 -0.003 5.259 4.380 21.140 -0.010 11.700 0.000 26-1 3 -0.001 4.179 10761 1.730 -0.005 3.760 0.000 -0.001 -0.004 9.943 4.189 4.115 -0.011 8.947 0.001 26.1 4 -0.002 6.395 -2.492 6.588 -0.002 3.728 0.000 -0.001 -0.005 15.220 -5.929 15.670 -0.005 8.870 0.000 26-2 1 -0.002 .6.447 -2.663 5.604 -0.002 2.616 0.001 0.000 .0.004 -15.340 -6.336 13.330 -0.004 6.224 0.002 4 26.2 2 -0.001 -1.887 5.126 3.869 -0.001 0.799 0.002 0.000 -0.004 .4.488 12.200 9.206 -0.003 1.902 0.00 26-2 3 -0.001 20631 4.444 1.614 0.000 -0.316 0.002 0.000 -0.003 6.259 10.570 3.841 0.000 -0.751 305 2 0.004 0 003 26-2 4 -0.001 7.583 -3.078 0.769 0.000 -0.969 0.001 0.000 -06003 18.040 .7.324 1.830 -0.001 - . . 26-2 5 -0.001 12.850 -19.550 1.172 0.000 -1.337 0.000 0.000 30.580 -46.520 2.789 0.000 .3165 04000 26-2 6 -0.001 20.460 -47.570 -7.394 0.000 -1.928 0.000 0.000 48.670 -113.200 -34316 0.000 -4.585 .04001 26-3 1 -0.001 -26.810 -59.110 -3.998 0.001 -2.176 0.005 0.000 0114 -63.790 -140.600 -9.509 0.001 -54174 0.012 26-3 2 -0.002 -19.060 -14.040 -3.750 0.001 -2.650 0.018 0.001 -45.340 -33.470 -8.919 0.002 -6.301 04044 26-3 3 -0.002 .13.230 14.320 -3.564 00007 .2.777 0.033 00001 P -31.480 34.080 -8.475 0.003 4 -6.604 6 518 0.078 0 107 26-3 4 -0.003 -8.712 31.840 -3.147 00001 -2.741 0.045 0.001 -20.730 75.740 -7.482 0.00 - . . 26-3 5 -0.003 -5.084 41.910 14 0.002 -2.508 0.053 0.002 -12.100 99.710 -7.404 0.006 -54963 0.126 26-3 6 -0.005 1.419 44.970 -2.172 0.002 -14718 0.056 0.004 3.375 107.000 -5.162 0.004 -4.085 0133 26-3 7 -0.006 4.6 91 42.190 -1.495 0.003 -1.168 0.053 0.004 11A60 100.400 -3.553 0.006 -2.776 0.126 26-3 8 -0.007 86283 32.810 -0.642 0.004 -0.531 0.045 0.005 -0.018 19.710 78.070 -1.526 0.010 -1.262 0.108 26-3 1 9 -0.009 12.500 15.860 0.277 0.006 0.149 0.033 0.006 -0.022 29.730 37.740 0.659 0.015 0.354 0.079 26-3 10 -0.011 18.050 -71.010 1.850 it 0 0.815 0.019 0.007 -0.026 42.950 -26.200 4.398 0.024 1.937 0.045 26-3 11 -0.012 25.240 -53.480 3.666 0.015 1.422 0.005 0.007 -0.031 60.060 -127.300 80716 0.037 3.380 0.013 26-4 1 -0.014 .14.970 -42.180 0.334 0.023 1.701 -0.007 0.006 -0.035 .35.470 .100400 0.787 0.055 4.042 -0.003 26-4 2 .0.015 -8.345 -20.760 1.504 0.032 1.999 -0.002 -0.001 -0.037 -19.860 -49.400 3.567 0.078 4.750 .0.005 26-4 3 -0.013 -3.219 -12.290 1.447 0.035 1.891 .0.002 .0.022 -0.032 -7.658 -29.240 3.425 0.085 4.491 -0.004 26-4 4 0.035 5.541 -35.130 16.080 -0.217 3.651 -0.001 -0.030 0.016 2.328 -14.760 6.770 -0.092 1.536 0.000 27-1 1 0.002 -7.614 0.569 -6.760 0.001 -2.977 0.001 -0.001 00001 -3.200 0.239 .2.841 0.001 .1.251 0.001 27-1 2 0.002 -7.627 3.139 -6.734 0.000 -2.921 0.002 -0.001 0.001 -3.206 1.319 -2.830 0.000 -1.228 0.001 27-1 3 0.002 -T!540 5.713 .64709 00000 -2.864 0.003 -0.001 0.001 -3.211 2.401 .2.820 0.000 -1.204 0.001 00 27-1 4 0.002 -7.654 8.301 -6.682 0.000 -2.808 0.003 -0.001 00001 -30217 3.489 -2.809 0.000 -1.180 0. 1 27-2 1 0.004 -2.259 12.240 -1.934 -0.001 -0.424 0.007 0.000 0.002 -0.950 5.146 -0.813 00000 -0.178 0.003 4 27-2 2 0:004 20556 10.190 3.302 -0.002 1.327 0.009 -0.001 0.002 1.074 4.284 1.388 -0.001 0.558 0.00 27-2 3 0.003 6.909 -0.161' 9.089 -0.003 30348 0.011 -0.001 0.001 2.904 -0.068 3.821 -0.001 •16407 0.005 27-2 4 04001 4.916 -14.280 5.114 0.001 2.698 00009 -06003 0.000 6.879 -19.980 7.155 0.001 3.775 0.013 27-2 5 0.000 4.072 -28.570 34054 0.001 7.767 00012 -0.003 4001 5.697 -39.970 4.273 0.001 2.473 0.017 27-2 6 0.000 0.536 6 .254970 0.751 0.000 0.238 0.012 .0.004 -0.001 1.274 -61.780 1.787 0.000 0.566 0.029 27-3 1 -0.001 .3 13 3 -24.390 -1.651 -0.001 -1.325 0.019 -0.004 .0.002 -7.455 -58.020 -3.927 -0.002 -3.151 0.045 27-3 2 -0.001 -6.071 -10.150 -34826 004002 -2.391 0.029 -0.004 -0.003 -14.440 -24.150 -94100 .0.004 -5.688 - 0.068 094 27-3 3 -0.001 -6.761 9.051 -4.215 -0.003 -2.536 0.039 -0.004 .0.004 -16.090 21.530 -10.030 -0.006 6.032 04 27-3 4 -0.001 -5.707 25.580 -1.981 -0.004 -1.815 00049 -0.004 -00004 -13.580 60.860 -4.712 -0.009 -44317 00118 27-3 5 -0.002 -4.020 37.480 -1.978 -0.005 -1222 0.057 -0.004 -0.005 -9.564 89.170 -4.705 2 009 -0.011 0 015 -24907 723 -0 0.135 144 0 27-3 6 -0.002 -1.820 42.260 -0.845 -0.007 -0.304 0.060 -0.004 .0 .005 -4.331 1004500 . - . - . . 27-3 7 -0.001 2.689 37.630 0.500 -0.006 06803 0.059 -0.004 -0.004 6397 89.510 1.189 -0.015 1.910 0.140 27-3 8 -0.001 4.502 27340 0.425 -0.009 0.862 21 3 2 -0.003 1 -0.003 10.710 66.000 1.009 -0.021 •2.049 0.127 27-3 9 0.000 8.213 19.060 -1.446 -0.017 0.333 ! 7 006 -0.002 -00001 110490 26.670 -2.026 -0.024 04463 0.093 038 0 27-3 /0 0.003 8.031 -5.98 .1.605 -0.021 -0.626 0053 0.000 0.002 5.741 -4.278 -1.148 -0.015 -0.448 . 27-3 11 0.008 7.998 -40.890 -7.497 -04034 -3.783 0.062 0.002 04004 3362 -17.190 -3151 -0.014 -7.590 0.026 27-4 1 0.016 7.589 -49.010 -14.410 .0025 -6.998 0.046 0.007 0.008 0.668 -20.600 -6.059 -0.010 -2.941 0.019 27-4 2 0.027 -1.521 -39.880 -23.070 04012 -9.998 0.035 0.016 0.012 -0.639 -16.760 -9.696 0.005 -4.203 0.015 27.4 3 0.037 -0.354 -28.060 -35.130 0.102 -11.510 06029 06032 0.016 -0.148 -11.790 -14.770 0.043 -4.838 0.012 27-4 4 0.001 0.178 -13.040 -23.500 0.081 -56858 0.017 0.117 0.000 0.247 -18.240 -32.880 0.113 -8.195 0.023 27-5 1 -0.007 -2.392 1.205 -1.414 00000 -0.655 0.017 0.011 -0.017 -5.690 2.867 -3.365 0.000 -1.559 0.027 013 27-5 2 0.003 -34865 14.420 -2.161 0.035 06692 0.028 0.000 0.002 -1.760 6.564 -0.984 0.016 0.315 0. 27-5 3 0.011 -1.674 21.860 -0.912 04051 2.389 00029 0.001 0.005 -0.704 9.187 -0.383 0.027 1.004 0.012 3 27-5 4 0.072 0.927 24.540 0.417 0.050 3.973 0.029 0.002 0.005 0.390 10.310 0.175 0.021 1.670 0.01 27-5 5 0.007 3.229 23.600 2.745 0.050 5.587 0.026 0.000 0.003 1.357 9.919 1 A 54 , 0.021 20348 0.071 1 27-5 6 -0.002 1.925 8.369 4.412 .0.010 3.016 0.009 -0.035 -0.005 4.579 19.910 10.500 -0.024 7.176 0.02 27-6 1 -0.004 2.838 5.092 6.354 0.006 3.991 0.006 -O.O69 -0.010 60752 12.110 15.120 0.015 9.496 0.073 27-6 2 -0.004 2.838 2.932 6.353 .0.016 4.005 0.004 -0.069 -0.010 6.752 6.977 15.110 -0.037 9.529 0.010 27-6 3 -0.003 3.948 3.164 6.328 0.012 4.271 0.003 -0.094 -0.006 90392 7.527 15.050 0.029 10.160 0.006 27-6 4 -0.003 4.024 0.201 6.385 -0.017 44115 0.001 -0.096 -0.007 96574 0.478 154190 -00041 9.789 0.003 00 28-1 1 0.138 39.140 -2.355 41.640 -0.107 6.742 0.000 -0.005 16.450 -0.990 17.500 .0.044 26834 0.0 28-1 2 0.060 .11.210 -5.756 -10.590 .0.121 54110 0.000 O .003 -4.711 -2.419 -4.450 -0.051 2.148 0.000 0 000 28-1 3 0.018 -6.375 -4.606 1.417 -0.123 6.032 0.000 0.018 o -2.680 -1.936 0.596 -0.051 2.535 . 28-1 4 0.018 .6.392 1.246 82 5.723 0.000 0.01 8 -2.687 0.524 0.593 -0.035 2.406 0.000 29-1 1 0.006 2.555 0.199 1 -27.630 00 0.1 -0.017 j 1.074 0.084 3.103 -0.009 -11.620 0.001 29-i 2 -0.001 0.769 5.723 w22w9i 4 ~O.O04 - 17.960 0.002 -0.02 -54.51 -0.00 -42.720 0.006 29-1 6.749 N W 1 -18.800 0.003 -0.007 -54.390 0.00 -44.740 0.007 005 29-1 11.520 -0.244 0 -18.810 0.002 -0.008 54.620 0.000 .44.750 0. 29-1 20.030 -20.010 2 -15.310 0.000 -79.150 0.005 -36.20 0001 29-1 29.120 -65.720 00 -10.300 -0.001 -0.006 69.280 -156.400 -89.370 0.001 -24.510 - 0.001 Design Str ip Forces SI is Vail's Front Door Spa Design Max M I.P. Max M Max M M" M Max M Max M Max M Max M Min M I.P. Min M Min M Min M in M M in Min M Min M ID Section Shear Dial Vertical Bending Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) (kip4t) ft) Sending h) (inches) (Kips) (Kips) (Kips) ft) 1t) ~ Bending ft) (inches) 29-2 1 -0.002 -0.001 -37.700 -784480 15.400 -0.001 -2.935 0.007 -0.005 -0.002 -894690 -186.700 36.650 .0.002 -6.983 0.016 29.2 2 -0.002 0.000 -25.500 -14.990 20.370 4001 2.197 0.024 -0.004 -0.001 -60.660 -35.660 48.470 -0.003 5.227 0.056 29-2 3 -0.003 0.000 -40.400 574360 49180 -0.005 12.990 0.098 -0.002 0.000 -16.980 24.110 20.670 -0.002 5.460 0.041 29-2 4 -0.002 0.001 -26.570 115.300 46.110 -0.006 18.860 0.133 -0.001 0.001 -11.170 48.450 19.380 -0.003 7.929 0.056 29-2 5 -0.001 0.002 -14.130 140.600 44.460 4006 26.020 0.754 -0.001 0.001 -5.941 59.090 18.690 -0.003 10.940 0.065 29-2 6 0.001 0.004 -3.564 143.700 44.980 -0.004 30.080 0.158 0.000 0.002 -1.498 60.390 18.910 -0.002 12.640 0.067 29-2 7 0.005 0.005 11.720 127.600 30.990 0.001 35.250 0.147 0.002 0.003 4.928 53.620 13.030 0.001 14.820 0.062 29-2 8 0.008 0.007 25.020 80.500 39.440 -0.001 32.080 04121 0.003 0.004 10.520 33.840 164580 0.000 13490 0.051 29-2 9 0.011 0.008 34.400 21.270 24.180 0.004 .087 0.004 14.460 8.940 70.160 0.002 11.730 0.036 29-2 10 0.006 0.004 19.370 -26.160 4.545 0.004 256 .020 0.020 0.016 46.070 -62.230 0810 0.009 22.020 0047 29-2 11 0.008 0.003 24.920 -73.200 -8.577 0.007 .005 0.020 59.290 -174.1 -20.400 0.017 14.460 0.013 29-3 0.011 0.002 -19.720 -62.070 11.240 0.009 .000 0.026 46.920 -147.700 26.740 0.021 8.830 -0.001 29-3 2 0.011 0.000 -14.450 -30.790 3.719 0.008 .000 0.028 34.380 -73.250 8.847 0.019 2.516 0.001 29-3 3 0.011 -0.004 -10.050 -9.729 1.134 0.005 % .003 0.027 -23.900 * -23.150 2.699 0.013 -0.114 0.007 29-3 4 0.022 -0.019 -14.780 8.596 5.829 0.009 .014 0.009 -6.214 3.613 2.450 0.003 -0.064 0.006 29-3 5 0.016 -0.028 -7.048 25.850 13.450 0.010 0.019 0.006 -2.963 10.870 5.652 0.003 0.503 0.008 29-3 6 0.011 -0.036 -0.877 29.650 20.860 0.023 0.023 0.005 -0.014 -0.369 -0,369 12.460 8.770 0.009 0.677 0.010 29-3 7 0.022 -0.035 -1.621 33.410 1.150 0.027 0.023 0.009 -0.682 14.040 0.484 0.011 1.529 0.010 29-3 8 0.008 -0.025 3.323 25.530 3.967 0.019 0.020 0.003 1.397 10.730 1.668 0.008 1.031 0.008 29-3 9 -0.003 -0.013 4.758 13.190 1.540 0.001 -0.330 0.014 -0.001 .0.005 2.000 0.647 0.000 -0.139 0.006 29-3 10 -0.011 -0.003 4.777 3.398 -5.906 -0.011 -3.544 0.007 -0.005 -00001 2.008 -2.482 -0.005 -1.490 0.003 29-3 11 -0.008 04005 1.922 -2.714 .26800 -0.002 -2.790 0.000 -0.018 0.012 4.572 -6.661 -0.003 -6.637 0.001 30.1 1 -0.028 0.004 -10.270 -3.102 -14.050 -0.010 -36.110 0.007 -0.066 0.010 -24420 -33.430 -0.024 -85.920 0.018 30.1 2 -0.014 0.007 -32.970 76.050 -153.200 -0.029 -89.090 0.112 -0.006 0.003 -13.860 -64.410 -0.012 -37.450 0.047 30-1 3 -0.003 0.009 -21.260 127.200 -115.200 -06025 -71.430 0.200 -0.002 0.004 -8.937 4 -48.420 -0.010 -30.020 0.084 30-1 4 0.001 0.009 -15.280 157.000 -43.280 -0.024 -36.440 0.269 0.000 0.004 -6.423 -18.190 -0.010 -15.320 0.113 30-1 5 0.002 0.010 -11.020 192.800 44.850 -0.018 -2.322 0.316 0.001 0.004 -4.630 + 4 18.850 -0.007 -0.976 0.133 30.1 6 0.003 06009 0.863 210.200 49.900 -0.013 23.660 0.335 0.001 04004 0.363 20.980 -06005 9.944 04141 30-1 7 0.004 0.009 11.930 209.500 60.020 -0.008 33.300 0.320 0.002 0.004 5.016 25.230 -0.003 14.000 0.135 30.1 8 0.005 0.008 26.580 168.200 45.300 -0.005 33.960 0.277 0.002 0.004 11.170 70. 7 .0 19.040 -00002 74.270 06114 9 0.005 0.006 34.310 76.950 45.110 0.003 32.630 0.194 0.002 04003 14.420 32.340 18.960 04001 13.710 0.081 10 01002 0.002 21.350 -23.280 16.530 0.001 11.960 0.043 0.006 0.003 50.800 -55.390 39.320 0.002 28.460 00102 11 0.002 06000 286390 -99.870 16.420 -0.001 9.775 00008 0.004 -0.001 67.530 -237.600 39.060 -06003 23.260 0.020 W1 0.003 04000 -17.180 -86 .020 1.972 0.004 4.554 -0.001 0.007 -0.001 -40.870 -2046600 4.693 0.010 10.830 -0.003 2 0.002 -00001 -750770 -65.140 0.057 0.001 46632 -0.004 0.004 -0.003 -37.530 -155.000 0.136 0.001 11.020 -0.010 P 3 0.001 -0.002 -13.510 -47.380 -0.044 -0.002 24538 -0.006 0.003 -0.006 -324140 -112.700 -0.104 -0.006 6.038 -0.014 4 0.003 -0.002 -11.220 -32.740 2.260 0.001 1.436 -0.006 0.006 -0.006 -26.700 -77.900 5.378 0.001 3.417 -0.015 5 0.000 -0.003 -9.433 -19.620 -2.063 -0.003 1.645 -0.006 0.000 -0.009 -22.440 -46.670 -4.908 -0.009 3.914 -0.014 30-2 6 0.001 -0.003 -6.644 -9.652 1.827 -0.002 0.905 -0005 0.002 -0.070 -15.810 -22.960 -4.346 -0.007 2.152 7 0.000 -0.004 -5.164 -1.818 -0.217 -0.005 -0.167 -0.004 -0.001 -0.011 -12.290 -4.325 -0.516 -0.014 -0.398 .8 -0.011 -0.071 -8.603 8.974 -3.931 -0.020 -1.363 -0.007 -0.004 -0.004 -3.616 3.772 -1.652 -0.007 -04573 -0.003 30-2 9 -0.008 -0.010 -2.652 14.190 -6.431 -0.025 -4.521 -0.004 -0.003 -0.003 -7.115 5.966 .2.703 -0.010 -1.900 -0.002 30-2 10 -0.020 -0.009 1.641 16.220 -15.690 0 -0.043 -3.088 -0.002 .0.008 -0.003 O.fi90 6.817 -6.593 -0.017 -1.298 -0.001 30-2 11 0.001 -0.001 2.356 6.592 4.767 -0.008 1.489 -0.001 0.000 0.000 0.990 2.771 2.004 -0.004 0.626 0.000 Design Strip Force. S W6, Vail's Front Door Spa Design Design Strip Forces ID Section Max V I.P. Shear (Kips) Max V Axial (Kips) Max V Vertical (Kips) Max V Bending (kip it) Max V Torsion (kip- h) Max V Dphm. Bending Max V Twist (kip- ft) Max V Dellection (inches) Min V I.P. Shear (Kips) Min V Axial (Kips) Min V Vertical (Kips) Min V Bending (kip ft) in V Torsion (kip- tt) in V Dphm. Sending Min V Twist (kip- ft) Min V Deflection (inches) Max P I.P. Shear (Kips) 29-2 1 -0.002 -0.001 -37.700 -78.480 15.400 -0.001 -2.935 0.007 -0.005 -0.002 -89.690 -186.700 36.650 -0.002 -6.983 0.016 .0002 29.2 2 -0.002 0.000 -25.500 -14.990 20.370 -0.001 2.197 0.024 -0.004 -0.001 -60.660 -35.660 48.470 -0.003 5.227 0.056 -0.003 29-2 29-2 3 4 -0.002 -06001 0.000 09001 -160980 -11.170 24.110 48.450 20.670 19.380 -0.002 -0.003 5.460 7.929 0.041 0.056 -0.003 -0.002 0.000 0.001 -40.400 -26.570 57.360 115.300 49.180 46110 -0.005 -0.006 12.990 18.860 0.096 0.133 -0.003 -0.002 29.2 5 -0.001 0.001 -5.941 59.090 18.690 -0.003 10.940 00065 -0.001 0.002 -14.130 140.600 44.460 -0.006 26.020 0.154 -0.001 29-2 6 0.000 0.002 -1.498 600390 18.910 -00002 120640 09067 0.001 0.004 -3.564 143.700 44.980 -0.004 30.080 0.158 0.000 29.2 7 0.005 00005 110720 127.600 30.990 0001 35.250 0.147 0.002 0,003 4.928 53.620 13.030 0.001 14.820 0.062 0.005 29-2 8 0.008 0.007 25.020 80.500 39.440 -0.001 32.080 0.121 0.003 0.004 10.520 33.840 . 16.580 0.000 13.490 0.051 0.008 29-2 29-2 29-2 9 10 11 0.011 0.016 0.020 0.008 0.007 0.006 34.400 46.070 59.290 21.270 -620230 -174.100 24.180 10.810 -20.400 0.004 0.009 0.017 27.920 22.020 14.460 0.087 0.047 0.013 0.004 00006 0.008 0.004 0.004 0.003 14.460 19.370 24.920 8.940 -260160 -73.200 10.160 4.545 -8.577 0.002 0.004 0.007 11.730 9.256 6.078 0.036 0.020 0.005 0.011 0.016 0.020 29-3 1 0.011 0.002 -19.720 -620070 110240 0.009 3.711 0.000 00026 0.003 -46.920 -147.700 26.740 0.021 8.830 -0.001 0.016 29-3 2 0.011 0.000 -14.450 -30.790 3.719 0.008 1.057 0.000 0.028 -0.003 -34.3BO -73.250 8.847 0.019 2.516 0.001 0.011 29-3 3 0.011 -0.004 -10.050 -9.729 1.134 0.005 -0.048 0.003 0.027 .0.011 -23.900 -23.150 2.699 0.013 -0.114 00007 00011 29.3 4 0.009 -0.007 -6.214 36613 20450 0.003 -0.064 0.006 0.022 -0.019 -14.780 8.596 5.829 0.009 -0.151 0.014 0.009 29-3 5 0.006 -0.011 -2.963 10.870 5.652 0.003 0.503 0.008 0.016 -0.028 -7.048 25.850 13.450 0.010 1.196 0.019 0.006 29-3 6 0.005 -0.014 -0.369 12.460 8.770 0.009 0.677 0.010 0.011 -0.036 -0.877 29.650 20.860 0.023 1.610 0.023 0.005 29-3 7 0.009 -0.014 -0.682 14.040 0.484 0.011 1.529 0.010 0.022 -0.035 .1.621 33.410 1.150 0.027 3.639 0.023 0.009 29-3 8 0.008 -0.025 3.323 25.530 36967 0.019 2.453 0.020 0.003 -0.010 1.397 10.730 1.668 0.008 1.03, 0.008 0.003 29-3 9 -0.003 -0.013 40758 11190 1.540 0.001 -0.330 0.014 -0.001 -0.005 2.000 5.544 0.647 0.000 -0.139 0.006 -0.001 29-3 10 -04011 -0.003 4.777 3.398 -5.906 -0.011 -3.544 0.007 -0.005 -0.001 2.008 1428 -2.482 -0.005 -1.490 0.003 -0.005 29-3 30-1 11 1 -0.018 -0.028 0.012 0.004 4.572 -10.270 -6.456 -30102 -6.661 -14.050 -0.003 -0.010 -6.637 -36.110 0.001 0.007 -06008 -0.066 0.005 0.010 1.922 -249420 -2.714 -7.381 -2.800 -33.430 -0.002 -0.024 -2.790 -85.920 0.000 0.018 .0.018 -0.066 30.1 2 -0.006 0.003 -13.860 31.970 -64.410 -0.012 -37.450 0.047 -0.014 0.007 -32.970 76.050 -153.200 -0.029 -89.090 0.112 -0.014 30-1 3 .06002 0.004 -8.937 53.450 -48.420 -0.010 -30.020 04084 -0.003 06009 -21.260 127.200 -115200 -0.025 -71.430 0.200 -0.003 30-1 4 04000 0.004 -6.423 66.000 -18.190 -0.010 -15220 0.113 09001 0.009 -15280 157.000 -43.280 -0.024 -36.440 0.269 0.001 30-1 5 04001 0.004 -4.630 81.040 18.850 -0.007 -0.976 0.133 0.002 0.010 -11.020 1920800 44.850 -0.018 -2.322 0.316 0.002 30-1 6 0.003 0.009 0.863 210.200 49.900 -0.013 23.6 .335 0.001 0.004 0.363 88.360 20.980 -0.005 94944 09141 0.003 30-1 30-1 7 8 0.004 0.005 0.009 0.008 11.930 26.580 209.500 168.200 60.020 45.300 -0.008 -04005 33.3 33.9 .320 .271 0.002 0.002 0.004 0.004 5.016 11.170 88.070 70.700 25.230 19.040 -0.003 -0.002 14.000 14.270 0.135 0.114 0.004 04005 30-1 9 00005 0.006 34.310 76.950 456110 0.003 32.6 .194 0.002 0.003 14.420 32.340 18.960 09001 13.710 0.081 0.005 30-1 10 0.006 04003 50.800 -55.390 39.320 0.002 28 4 .102 0.002 0.002 21.350 -23.280 16.530 0.001 11.960 0.043 0.006 30-1 17 0.004 -0.001 67.530 -237.600 39.060 -0.003 23.2 .020 0.002 0.000 28.390 -996870 16.420 -0.001 9.775 0.008 0.003 30.2 1 0.003 0.000 -17.180 -86.020 1.972 0.004 4.5 .001 0.007 -0.001 -40.870 -204.600 4.693 0.010 10.830 -0.003 0.005 30.2 2 0.002 -0.001 -15.770 -65.140 0.057 0.001 4.6 .004 0.004 -0.003 -37.530 -155.000 0.136 0.001 11.020 -0.010 0.002 36-2 3 0.001 -0.002 -13.510 -47.380 -0.044 -0.002 2.5 t 006 0.003 -0.006 -32.140 -112.700 -0.104 -0.006 6.038 -0.014 0.001 30-2 4 0.003 -0.002 -11.220 -32.740 2.260 0.001 1.4 006 0.006 -0.006 -260700 -77.900 5.378 0.001 3.417 -0.015 0.003 30-2 5 0.000 -0.003 -9.433 -19.620 -2.063 -0.003 1.6 006 0.000 -0.009 -22.440 -46.670 -4.908 -0.009 3.914 -0.014 0.000 30-2 6 0.001 -0.003 -6.644 -9.652 -1.827 -0.002 0.9 005 0.002 -0.010 - -15.810 -22.960 -4.346 -06007 2.152 -0.012 0.001 30-2 7 0.000 -0.006 -5.164 -1.818 -0.217 -0.005 -0.1 004 -0.001 0011 -12.290 -4.325 -0.516 0.014 -0.398 -0.009 0.000 30-2 8 -0.004 -0.004 -3.616 3.772 -1.652 -0.007 -0.5 003 -0.011 -0.011 -8 8. -3.931 -0.020 -363 -0.007 -0004 30-2 9 -0.003 -0.003 -1.115 5.96fi -2.703 -0010 19 .002 -0.008 -0.010 -2.652 14.190 -6.437 0.025 -4521 -0.004 -0.003 30-2 30.2 10 11 -0.020 0.001 -0.009 -0.001 .641 2.356 16.220 6.592 -75.690 4.767 -0.043 -0.008 -3.0 1.489 .002 -0.001 -0.008 0.000 -0.003 0.000 0.690 0.990 6.817 2.777 -6.593 2.004 -0.017 -0.004 -1.298 0 .626 -0.001 0.000 -0.008 0.000 S I t- Vail's Front Door Spa Design Max P Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P Min p Min p Min P Min P 10 Section I Anal Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection Shear Axial Vertical Bending (kip Torsion (kip- Dphm. Twist (kip- Deflection (Kips) (Kips) fl) fl) Bending ft) (inches) (Kips) (Kips) (Kips) fl) it) Bending fl) (inches) 29-2 1 -0,001 -37.700 -786480 15.400 -0.001 -2.935 0.007 -0.005 -0.002 -896690 -186.700 36.650 -06002 -6.983 0.016 29-2 2 0.000 -37.990 -22.340 30.360 -0.002 3.274 0.035 -0.003 -0.001 -53.160 -31.250 42.470 -0.003 4.581 04049 29-2 3 0.001 -25.300 35.930 30.800 -0.003 80137 00062 -0.003 0.000 -35.400 500270 43,100 -0.005 11.380 0.086 29-2 4 06002 -16.640 72.190 28.880 .0.004 11.820 0.083 -0.002 0.001 -23.290 101.000 40.410 -0.006 16.530 0,117 29-2 5 0,002 -11900 138.300 43.720 -0.006 25.590 04151 -0,001 0.001 -6.330 62.950 19.910 -0.003 11.650 0,069 29-2 6 0.004 -3.505 141.300 44.240 .0,004 29.580 0.156 0.000 0.002 -1.596 64.340 20.140 -0,002 13.470 0.071 29-2 7 0.005 11.720 127.600 30.990 0,001 35.250 0.147 0.002 0.003 4,928 53.620 13.030 0.001 14.820 0.062 29-2 8 0.007 25.020 80.500 39.440 -0.001 32.080 0.121 0.003 0.004 10,520 31840 16.580 0.000 13.490 0.051 29-2 9 0.008 340400 216270 24.180 0.004 27.920 0.087 - 0.004 0.004 14.460 8.940 10.160 0.002 11.730 0.036 29-2 10 0.007 466070 -62.230 10.810 0.009 22.020 0.047 0.006 00004 19.370 -26,160 4.545 0.004 9.256 0.020 29-2 11 0.006 59.290 -174.100 -20.400 0,017 14.460 0.013 0.008 0.003 24.920 -73.200 .8577 0.007 6.078 0.005 29-3 1 0.003 -29.390 -92.490 16.750 0.013 5.531 -00001 0.011 0.002 -21.010 -66.130 11.970 0.009 3.954 0.000 29-3 2 0,000 -14.450 -30.790 3.719 0.006 1.057 0.000 04028 -0.003 -34.380 -73.250 8.847 0.019 2,516 0.001 29-3 3 -0,004 -10.050 -9.729 1.134 0.005 -0.048 0.003 04027 -0.011 -23.900 -234150 2.699 0.013 -0.114 0.007 29-3 4 -0.007 -6.214 3.613 2.450 0,003 -0.064 0,006 0.022 -0.019 -14.780 8.596 5.829 0.009 -0.151 0.014 29-3 5 -0,011 -2.963 10.870 5.652 0.003 0,503 0.008 0.016 -0.028 -7.048 256850 13.450 0.010 1.196 00019 29-3 1 6 -0.014 -0.369 12.460 8.770 0.009 0.677 0.010 0.011 -0.036 -0.877 29.650 20.860 0,023 1.610 0.023 29-3 7 -0,014 -0.682 14.040 0.484 0.011 1.529 0.010 0.022 -0.035 -1.621 33.410 1.150 0.027 3.639 0.023 29-3 8 -0.010 1.397 10.730 10668 00008 1.031 00008 0.008 -0.025 3.323 25.530 3.967 0.019 2.453 0.020 29-3 9 -0.005 2.000 5.544 0.647 0.000 -0.139 0.006 -0.003 -0.013 4.758 13.190 1.540 0,001 -0.330 0,014 29-3 10 -0,001 2.008 1.428 -2.482 -0.005 -1490 0.003 -0.011 -0.003 4,777 3.398 -5.906 -0.011 -3.544 0,007 29-3 11 0.012 4.572 .6.456 -6.661 -0.003 -6.637 0.001 -0.008 0.005 10922 -2,714 -2.800 -0.002 -2,790 00000 30-1 1 0,010 .24.420 -74381 -33430 -0.024 -85.920 0.018 -0.028 06004 -10.270 -3.102 -14.050 -0,010 -36.110 0.007 30-1 2 0.007 -32.970 76.050 -153.200 -0.029 -89.090 0.112 -0.006 0.003 -13.860 31.970 -64.410 -0.012 -37.450 0.047 30.1 3 0.009 -21.260 1274200 -115.200 -0.025 -71.430 0.200 -0.002 0.004 -6.937 53.450 -48.420 -0.010 -30.020 0,084 4 0.009 -15.280 157.000 -43.280 .0.024 -36440 0.269 0.000 0.004 -6.423 66.000 -18.190 -0.010 -15.320 0.113 5 0.010 -11.020 192.800 44.850 -0.018 -2.322 0.316 0.001 0.004 -4.630 81.040 18.850 -06007 -0.976 0.133 6 0.009 04863 210.200 49,900 -0.013 23.660 0.335 0.001 0.004 0.363 88.360 204980 -0,005 9.944 0.141 7 0,009 11.930 209.5D0 60.020 -0.008 33.300 0.320 0.002 0.004 5.016 88.070 25.230 -0.003 14.000 0.135 P 8 0.008 26,580 168.200 45,300 -0.005 33.960 0.271 0.002 0.004 114170 70.700 19.040 -0.002 14.270 04114 9 0.006 34.310 76.950 45.110 0.003 32.630 0.194 0.002 0.003 14.420 32.340 18.960 0.001 13,710 06081 10 0,003 49.960 .54,480 38.670 0.002 280000 0.100 0.003 0.002 22.750 -24.800 17.610 0.001 124750 00046 11 0.001 42.300 -148.800 24460 -0.001 14.570 0.012 0.004 -0.001 59.180 -208.200 34.230 -0,003 20.380 0.017 1 0.001 -25.600 -128.200 2.939 0.006 6786 -0.002 0.007 -0.001 -35.810 -179,300 4.112 0.008 9.495 -0.00 30-2 2 -0.001 -15.770 -65.140 0.057 0.001 4.632 -0,004 0.004 -0.003 -374530 -155.000 0.136 0.001 11.020 -0.010 30-2 3 -0.002 -13.510 -47.380 -0.044 -0.002 2.538 -0.006 0.003 -0.006 -32140 -112.700 -04104 -0.006 64038 -0.014 30-2 4 -0.002 -11.220 -32.700 2.260 00001 1.436 -0.006 0,006 -0.006 -26.700 -77.900 5.378 0.001 3.417 -0.015 30-2 5 -0.003 -9.433 -19.620 -2.063 -0.003 1.645 -0,006 0.000 -0.009 -224440 -46.670 -4.908 -0.009 3.914 -0.014 30-2 6 -0,003 -6.644 -9.652 -1.827 -0.002 0.905 -0.005 0.002 -0.010 -15.810 .22.960 -4.346 -0.007 2.152 -0,012 30-2 7 -0.004 -5.164 -1.818 -0.217 -0.005 -0.167 -0.004 -0.001 -0.011 -12.290 -4.325 -0.516 -0.014 -0.398 -0.009 30-2 8 -0,004 -3.616 3.772 -14652 .-04007 -0,573 -0.003 -04011 -0.017 -8.603 8.974 -3.931 -0.020 -1.363 -0.007 30-2 9 -0.003 -16115 5.966 -2.703 -0.010 -1.900 -0.002 -0.008 .0.010 -2.652 14.190 -6.431 -0.025 -4.521 -0.004 30-2 10 -0.003 0.690 6,817 -6.593 -0.017 -1.298 -0.001 -0.020 -0.009 1.641 16.220 -15.69 0 -0.043 -3.088 -04002 30-2 11 0.000 10476 4.129 2.986 -0,006 0.933 0.000 0.001 -0.001 2.065 5.777 4.17 81 0.006 1.305 -0.001 Design Strip Forces S it% Vail's Front Door Spa Lid Max M I P Max M Max M Max M Max M Max M Max M Mu M Min M I.P. Min M Min M Min M Min M Mm M Min M Min M ID Section . . ex Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Venical Bending Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) (kip-ft) (kip-it Bendin it) (inches) (Kips) (Kips) (Kips) (kip-tt) (kip-1t) Bendin it) (inches) It-1 i -7.094 -9.706 -140.500 145.900 -177.500 -29.550 -39.650 0.042 3.236 -5.887 -85.380 88.800 -108.600 -77.840 -24.460 0.026 0 064 1-1 2 -7.158 -14.480 -78.700 331.400 415.600 -91.390 54.580 0.105 -4.304 -8.781 37.730 201.400 251.800 -55.320 32.990 . 1-1 3 18.260 -19.690 •49.680 397.300 15.900 43.080 3.293 0.155 11.120 -11.930 -30.080 241.200 9.521 26.230 1.851 0.094 0 714 1-i 4 13.970 -74.970 -27.670 461.700 -8.332 39.020 -7.181 0.188 8.511 -9.063 -16.720 280.700 -5.799 23.770 -4.506 . 1-1 5 9.730 -12.960 -7.266 474.000 -23.110 32.240 -14.210 0.205 5.932 -7.840 -4.345 287.400 -14.180 19.650 -8.784 0.724 1-1 6 1.913 -13.910 35.220 435.100 31.180 14.050 -26.090 0.200 1.170 -8.419 21.420 263.700 -25.220 8.583 -16.050 0.122 1-1 7 -0.782 -14.910 58.420 345.500 -510890 13.340 -30.270 0.179 -0.474 -9.029 35.500 2090200 -31.770 8.154 -18.630 0.109 1-1 6 -2.686 -15.730 85.040 192.500 -65.050 10.790 -32.650 0.144 -1.637 -9.528 51.650 1161400 -39.810 6.607 -20.240 0.087 1-1 9 -4 649 -16.200 158.600 8.495 -123.900 13.710 -30.220 0.097 -2.844 -9.817 96.280 4.735 -75.530 8.406 -18.710 0.059 1-1 70 . 254 -3 574 -9 133 300 -227 000 -94.990 5.864 -5.328 0.029 -5.300 -15.800 219.600 -373.400 -156.100 9.567 -8.124 0.048 1-1 11 . -3.613 . -9.046 . 184.900 . -591.500 -167.700 2.796 25.720 0.004 -5.855 -14.940 304.500 -973.700 -276.200 4.645 42.800 0.007 0 005 1-2 7 -1.932 -7.844 -167.700 -583.700 218.100 5.013 31.960 0.003 -3.276 -12.940 -276.000 -960.600 361.000 8.307 53.690 . 1-2 2 -2.127 -7.462 -123.100 -211.700 148.600 4.455 48.910 0.024 -3.569 -12.320 -202.600 -348.400 246.200 7.251 81.420 0.039 049 0 2 1- 3 -1407 -11.520 -146.300 27.600 171.300 4.304 88.350 0.081 -2.040 -6.974 -88.950 16.970 103300 2.693 534140 . 1-2 4 -2.564 -9.631 -70.270 178.400 105.100 5.565 78.960 0.119 -1.540 -5.822 -42.730 108.800 63.410 3.417 47.650 0.072 0 089 1-2 5 -2.112 -8.680 •42.690 293.800 83.740 2.927 69.200 0.145 -1.271 -5.240 -25.960 179.000 50.640 1.819 41.860 . 1-2 6 -1.709 -7.777 -18.440 337.400 65.980 1.032 58.580 0.157 -1.031 40688 -11.220 205.500 40.050 0.666 35.570 700 0.096 0 091 1-2 7 -1.090 -6.191 27.340 310.100 32.900 1.527 360910 00150 -0.669 -30718 160610 1880800 20.330 00958 22. 6 1-2 8 -0.872 -5.528 52.240 2254200 154670 0.487 26.130 0.128 -04545 -3.312 31.750 137.100 10.030 0.319 16.270 0.078 0 056 1-2 9 -0.579 -4.467 1186100 109.600 -36.640 . 0.607 7.253 0.092 -0.391 -2.663 71.720 66.650 -21.470 0.438 4.946 . 1-2 10 -0.339 -2.383 98.910 -112.600 -37.600 0.176 1.776 0.029 -0.463 -4.008 162.800 -185.300 -63.400 0.246 2.057 0.048 7 1-2 11 -0.409 -2.121 156.300 -411.200 -126.900 -0.171 1.083 0.004 -0.515 -3.588 257.500 -677.000 -211.000 -0.199 06769 0.00 1-3 1 0.327 -1.419 -127.100 -409.300 85.720 -0.504 80665 (1001 00546 -2.403 -209.500 -673.600 141.400 -0396 13.940 0.002 1-3 2 0.261 -1.293 -88.540 -203.000 50.440 -0.401 9.670 0.006 0.485 -2.188 -145.900 -333.500 83.060 741 15.510 0.010 1-3 3 0.217 -1.189 -584120 -69.270 29.230 -04371 8.708 0.013 0.445 -2.009 -95.760 -113.100 48.000 14.050 0,022 1-3 4 0 422 -1.851 -56.360 270400 26.730 -04735 8.820 0.033 0.190 -1.097 -34.23 16.000 16.340 5.499 0.020 1-3 5 . 0.410 -1.703 -23.810 111.600 8.650 -0.728 3.552 0.042 0172 67.150 5.372 2.279 7 0.025 0 028 1-3 6 0.410 -1.703 -23.810 155.700 8.656 0.030 3.552 0.046 0.172 -1,012 -14.500 93.970 5.375 1 2.2 8 . 1-3 7 0.404 -1.561 7.324 138.700 3.116 0.020 -1.897 0.045 0.159 -0.931 4.374 83.760 -2.361 -1.041 0.027 3 1-3 8 0.403 -1.427 39560 79.790 -18.230 0.013 -6.919 0.038 0.149 -0.854 23.910 48.180 -10.880 3.092 0.02 1-3 9 0.139 -0.782 46.310 -18.350 -22.850 -0.015 -6.520 0.016 0406 -1299 76.530 -30.170 -38.090 -10.920 0.027 0 014 1-3 10 0.127 -0.713 74.140 -128.000 -42.490 -0.020 -6.639 0.009 0.411 -1.179 122.500 -211.300 -70.730 -17.080 . 1-3 11 0.109 -0.650 108.900 -300.800 -73.480 -0.058 -3.661 0.002 0.420 -1.068 179.900 -496.600 -122.300 -6.364 0.003 1-4 1 0.183 -0.711 -113.400 -300.000 70.020 0.259 1.669 0.002 0.344 -1.173 -187.200 -495.500 116.600 3.001 0.004 1-4 2 0.165 -0.662 -79.960 -126.400 41.340 -0.227 4.974 0.011 0.349 -1,081 -1320000 -208.900 68.800 -0.521 8.241 9 630 0.018 034 0 1-4 3 0.151 -0.619 -53.080 -12.130 23.520 -0.229 5.803 0.021 0.346 -0.998 -87.630 -204230 39.120 -0.573 0 . 1-4 4 0.335 -0.927 -516910 101.000 21.930 -0.636 7.984 0.047 0.139 -0.581 -31.440 6l 22 11 73.200 -0.250 4.823 0.029 1-4 5 0.320 -06870 -21.130 174.000 11.390 -0.717 6.068 0.057 0.128 -0.55311 -12.780 ! 5 10550 6.890 -0.282 3.684 0.034 13 6 0.320 -0.870 -216130 2114500 11.400 -0.148 6.069 0.060 0.128 -0.553 -12.780 128.200 6.894 -0.054 3.684 0.037 1-4 7 0 305 -0.832 7.791 1944200 3.744 -0.279 4.699 0.058 0.118 -0.536 4.751 117.700 2.326 -0.114 2.880 0.035 13 8 . 0.296 6-0.817 37.560 139.400 -4.216 -0.429 4.112 0.050 0.111 -0.532 224800 84.480 -2.417 -04180 2.555 994 0.030 0 022 1-4 9 0.308 -0.828 71.030 39.740 -16.310 -0.579 4,777 0.037 0.114 -0.544 434090 24040 -91628 -00245 2. . 1-4 10 0.137 -0.570 676570 -73.230 -22.570 -0.278 5.336 0.013 00367 -0.865 111.400 -1200700 -37.970 -0.655 0.604 0.021 0 5 i-4 11 0.192 -0.602 974210 -222.100 -43.300 -0.210 9.410 0.003 0.504 -0.915 1604300 -366.300 -721690 -00501 14.980 0. 0 1-5 1 0.017 --0.206 -80.620 -230.600 152.500 -0.104 18.270 06007 04025 -01239 -132.900 -380.600 252.200 ' 4607 30.040 0.001 1-5 2 0.017 -0.206 -80.620 -1410200 1526500 -00085 180270 00002 0.025 -01239 -132.900 -233.300 2520300 -0.579 304040 00003 1-5 3 0.098 -0216 -53.480 -880500 124.500 -00282 23.080 0.003 06246 4213 -88.340 -146.200 204.000 -16193 37.360 0.005 0 008 1-5 4 0.074 -0.250 -35.430 -42.300 72.400 -0.384 17.810 0.005 0.228 -0.283 -58.560 -69.980 118.000 -1.342 28.600 . 1-5 5 074 0 -01250 -35.430 -1023 72.390 -0.301 17.810 0.006 0.228 -0.283 -58.560 -5.054 118.000 0 0111 28.600 2 0.010 1-5 6 . 0 231 -0.368 -33.170 290050 554770 -1.334 16.070 0.011 0.063 -0.289 -20.050 17.620 34.400 1 10.260 0.007 1-5 7 . 0.278 -0468 -10.970 55.090 9.406 -1.662 3.848 0.012 0.074 -0.334 -6.592 33.380 6.738 2.880 0.007 0 7 1-5 8 0.278 -0.468 -10.970 67.250 9.405 71.353 3.848 0.011 06074 -0.334 -6.592 40.690 6.738 2.880 0. 0 1-5 9 0.389 -0.579 11.420 61.190 -38.610 -1.591 -7.895 0. 009 0.114 -0.380 6.964 37,000 -22.22 t 3 -4.225 0.005 0 004 1-5 10 0.458 -0.633 31.940 44.080 -70.400 -1.510 -21.630 0.006 0.139 -0.401 19.370 26.610 31.280 7 -12.360 . 11 0.510 -0.675 37.810 5.031 -133.400 -1.688 -21.880 0.002 0.160 -0.419 22.910 2.951 -79.34 9 -12.530 0.001 1 -32.490 .10.170 -11.820 189.000 227.200 -23.310 183.600 0.241 -19.700 6.145 -7.103 114.700 138.00 0 111.500 0.146 2-1 2 -23.940 4.844 3.779 212600 273.500 -84.650 741.200 0.248 -14.500 2.905 2.440 128.800 165.80 0 85.640 80 0.151 0 155 2-1 3 -13.030 80 212.100 78.740 141.800 31.800 0.254 -7.867 -0.312 128.200 47.17 0 19.1 . 2-1 3.26 -6.054 0.673 236.700 -70.640 -172.400 -56.320 0.261 -2.547 -3.714 0.532 142.900 • -43.580 -1.0 58 240 -34.340 -68 720 0.159 160 0 2-1 5 3.403 -13.130 11.600 250.900 -130.300 -95.850 -112.800 0.264 -2.665 -8.006 7.091 151.200 -79.200 . - . 4 2-1 6 -5.928 -174530 -2.884 2504600 -199.700 -69.160 -12468D0 0.264 -30613 -10.680 -1.767 150.900 -121700 -420000 -76.020 0.161 2-1 7 -1.708 -186920 1.306 237.100 -253.900 -57.150 -161.800 0.261 -1.054 -116530 04687 1424700 -154.900 -34.690 -98.590 0.159 2-1 8 2.603 -18.010 6.766 209.000 -261.700 -53.160 -177.800 0.256 1.570 -10.980 3.917 125.800 -159.900 -32.260 -108.500 0.156 2-1 9 6.047 -15.880 10.650 163.800 -227.900 -52.360 -169.600 0.249 3.674 -9.677 69194 980590 -139700 -31.760 -103.600 0.152 2-1 10 8.445 -13.400 7.205 101.000 -113.600 -51.620 -136.200 0.240 5148 -8.159 46023 60.850 -70.520 -31.310 -83.490 0.147 141 0 2-1 11 9.045 -11.160 23.240 71.180 -164.100 -50.720 -82.570 0.231 5.517 -6.792 13.730 43.420 -101.700 -306790 -51.030 . 2-2 1 7.731 -12.320 14.800 39.340 3.730 -40.720 35.970 0.227 4.732 -7.503 8.539 24.OBO 0.584 -24.680 21.220 0.139 132 0 2-2 2 8.419 -9.713 -1.376 73.630 290.200 -30.770 112.100 0.215 5.179 -5.914 -1.382 45.920 174.500 -18.640 67.390 . 2-2 3 8.142 -6.466 -6.630 77.760 258.500 -32.220 150.500 0.205 5.012 -3.915 -4.470 49.670 155.100 -19.610 90.710 0.126 2-2 4 7.092 3.935 12.080 75.520 215.900 -21.230 125.100 0.186 4.559 -3.173 7.768 48.550 138.800 -13.650 80450 . 0.119 112 0 2-2 5 5.550 •-3.489 -3.606 85.920 83.140 -20.550 77.820 0.175 3.568 -2.243 -2.318 55.230 , 53.450 -73.210 50.030 . 2-2 6 4,833 -3.145 -8.784 110.200 -48.140 -15.150 10.370 0.170 2.947 -1.864 -5.070 70.240 -27.480 -9.250 7.244 0.105 2-2 7 4.075 -2.737 13.180 117.100 -119.300 -9.665 -68.740 0.155 2.469 -1.612 8.378 73.230 -70.290 -5.907 -40.460 0.095 2-2 8 2.970 -2.644 16.320 66.290 -118.600 -7.046 -91.330 0.138 1.804 -1.555 10.300 53.330 -69.710 -4.294 -54.380 51 120 0.084 073 0 2-2 , -1.986 32.150 42.930 -149.700 -6.513 -84.740 0.119 1.382 -1.158 19.930 25.910 -89.960 -3.955 . - . 2-2 7 0 40 11 -1.065 19.480 -31.080 -66.480 -2.392 -37.260 0.062 1.975 -1.833 31.490 -49.820 -110.200 -3.899 -61.330 0.101 2-2 11 0.916 -1.010 10.720 -76.090 -11.690 -1.410 -17.210 0.053 1.601 -1.744 17.170 -123.400 -19.480 -2.292 -27.880 0.087 2-3 1 0.996 -0.779 13.400 -81.210 -66.070 -1.282 -30.550 0.051 1.794 -1.327 21.660 -132.100 -108.200 -2.072 -49.440 0.083 2-3 2 0.860 '-0.794 0.693 -77.970 -29.410 -1.079 -17.750 0.048 1.556 -1.351 0.831 -126.900 . -47.990 -1.767 -28.460 4 80 0.078 0 076 2-3 3 0.770 -0.784 -7.176 -47.170 -10.580 -0.866 -9.265 0.046 1.413 -1.327 -12.030 -76.250 -17.100 -7.393 .6 -1 . 2-3 4 0.692 -0.766 1 -9.948 -4.475 1.321 -0.693 -3.496 0.047 1.077 -1.191 -15.470 -6.962 2.055 -7.078 -5.438 0.072 2-3 5 1.212 -1.238 -13.700 55.760 12.010 -0.818 0.194 0.078 0.626 -0.743 -8.302 33.720 7.248 -0.542 0.028 0.047 2-3 6 1.147 -1.186 -5.066 91.550 5.884 -0.594 1.967 0.079 0.573 -0.719 -3.111 54.920 3.554 -0.410 1.202 0.048 2-3 7 1.102 -1.134 4.100 96.230 4.083 70.414 1.678 0.079 0.533 -0.696 2.401 57.890 26426 , -0.302 1.080 53 0.048 048 0 2-3 8 1.069 -1.082 12.140 69.990 0.792 -0.265 0.754 0.079 0.504 -0.671 7.235 42.150 0.340 -0.210 0. 3 . 2-3 9 1.043 -1.027 16.230 21.230 -1.781 -0.149 -0.040 0.077 0.481 -0.645 9.693 12.810 -1.308 -0.133 0.056 017 0.047 0 077 2-3 10 0.464 -0.616 8.113 -19.270 -1.465 -0.069 0.127 0.047 1.014 -0.968 13.610 -32.060 -2.077 -0.066 0. . 2-3 17 0.449 -0.586 1.929 -37.870 0.354 -0.009 0.850 0.047 0.978 -0.970 3.350 -63.020 0.561 0.011 1.054 70 0.078 078 0 2-4 1 0.438 -0.560 -6.129 -36.230 2.772 -0.347 1.642 0.048 0.942 -0.858 -10.040 -60.250 4.017 -0.745 2.1 . 2-4 2 0.433 -0.537 -11.960 -12.270 3.516 -0.315 1.688 0.049 0.919 -0.811 -19.740 -20.560 4.910 -0.667 2.150 0.081 2-4 3 0 913 -0 761 460 -22 41.770 1.655 -0.588 0.277 0.085 0.434 -0.511 -13.590 25.340 1.524 -0.287 0.510 0.051 2-4 4 . 0.917 . -0.696 . -18.760 105.100 -4.928 -0.532 -3.042 0.088 0.436 -0.476 -11.340 63.550 -2.653 -0.267 -1.633 0.054 55 2-4 5 0.923 -0.612 -10.960 153.800 -12.970 -0.496 -6.717 0.091 0.437 -0.428 -6.623 92.970 -7.791 -0.256 -4.040 0.0 2-4 6 0.923 -0.612 -10.960 173.300 -12.960 1.145 -6.717 0.092 0.437 -0.428 -6.623 104.700 -7.788 0.520 -4.040 7 0.056 0 055 2-4 7 0.920 -0.505 -1.275 181.900 -20.370 1.761 -9.414 0.090 0.431 -0.366 -0.763 109.900 -12.560 0.513 -5.8 3 . 2-4 8 0.894 -0.372 8.293 164.400 -24.870 1.113 -9.686 0.086 0.413 -0.287 5.025 99.320 -15.560 0.465 -6.231 6 0.052 048 0 2-4 9 0.824 -0.219 15.850 725.300 -23.810 0.966 -6.058 0.079 0.373 -0.195 9.601 75.700 -15.160 0.360 3.20 . 2-4 10 0.690 -0.066 19.610 73.900 -14.640 0.738 2.440 0.071 0.301 -0.102 71.880 44.660 -9.770 0.208 0.802 8 556 0.043 038 0 24 11 0.476 0.051 19.060 23.070 1.492 0.520 15.430 0.062 0.196 -0.027 11.560 13.940 -0.076 0.066 . . Design Strip Forces SI la Vail's Front Door Spa Lid Design Strip Forces Maz V I P Max V Max V Max V Max V Max V Max V Max V in V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section . . Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Sheer (Kips) (Kips) (Kips) (kip-11) (kip-ft Bendin ft) (inches) (Kips) (Kips) (Kips) (kip-1t) (kip-1t) Bendin it) (inches) (Kips) 1-i 1 -4.236 -5.887 -85.380 88.800 -108.600 -17.840 -24.460 0.026 -7.094 -9.706 -140.500 145.900 -177.500 -29.550 -39.650 0.042 4136 7-i 2 -4.304 -8.781 -47.730 201.400 251.800 -55.320 32.990 0.064 -7.158 -14.480 -78.700 331.400 415.600 -91.390 54.580 0.105 4304 1-1 3 17.120 -11.930 -30.080 241.200 9.521 26.230 1.851 0.094 18.260 -19.690 -49.680 397.300 15.900 43.080 3.293 0.155 8 11.120 8 571 i-1 4 8.511 -9.063 -16120 280.100 -5.199 23.770 41506 0.114 13.970 -14.970 -27.670 461.700 -8.332 39.020 -7.181 0.18 . i-1 5 5.932 -7.840 4.345 287.400 -14.180 19.650 -8.784 0.124 9.730 -12.960 -7.266 474.000 -23.110 32.240 -14.210 0.205 5.932 - 1-1 6 1.913 -13.910 35.220 435.100 41180 14.050 -260090 04200 1.170 -81419 21.420 263.700 -254220 8.583 -16.050 0.122 14170 1-1 7 -0.782 -14.910 58.420 345.500 -51.890 13.340 -30.270 04179 -0.474 -9.029 35.500 209.200 -31.770 8.154 -18.630 04109 -0.474 1-1 8 -2.686 -15.730 85.040 192.500 -65.050 10.790 -32.850 04144 -1.637 -9.528 51.650 116400 -39.810 6.607 -20.240 0.087 -1.637 1-1 9 -4.649 -16.200 158.600 8.495 -123.900 13.710 -30.220 0.097 -2.844 -9.817 96.280 4.735 -75.530 8.406 -18.710 0.059 9 -2.844 3 254 1-1 10 -5.300 -15.800 219.600 -373.400 -156.100 9.567 -8.124 0.048 -3.254 -9.574 133.300 -227.000 -94.990 5.864 -5.328 0.02 . - 1-1 11 -5.855 -14.940 304.500 -973.700 -276.200 4.645 42.800 0.007 -3.613 -9.046 1840900 -591.500 -167.700 2.796 25.720 00004 -34613 1-2 1 -1.932 -7.844 -167.700 -583.700 218.100 56013 31.960 0.003 -3.276 -12.940 -276.000 -960.600 361.000 8.307 53.690 0.005 -1.932 1-2 2 -2.127 -7.462 -123.100 -211.700 148.600 4.455 48.910 0.024 -3.569 -12.320 -202.600 -3480400 246.200 7.251 81.420 0.039 -2.127 1-2 3 -2.040 -6.974 -88.950 16.970 103.300 2.693 53.740 0.049 -3.407 -11.520 -146.300 27.600 171.300 4.304 88.350 0.081 -2.040 1-2 4 -1.540 -5.822 -42.730 108.800 63.410 3.417 47.650 0.072 -2.564 -9.631 -70.270 178.400 105.100 5.565 786960 0.119 -1.540 1-2 5 -1.271 -5.240 -25.960 179.000 50.640 14819 411860 0.089 -2.112 -8.680 -42.690 293.800 83.740 2.927 69.200 0.145 -1.271 -2 6 -1.031 -4.688 -11.220 205.500 40.050 0.666 35.570 0.096 -1.709 -7.777 -18.440 337.400 65.980 14032 58.580 0.157 -14031 669 0 1 1 -2 7 -7.090 -6.191 27.340 310.100 32.900 1.527 36.910 0.150 -0.669 -3.718 16.610 188.800 20.330 0.958 22.700 0.091 - . 1-2 B 72 -5.528 52.240 225.200 15.670 0.487 26.130 0.128 -0.545 -36312 31.750 137.100 10.030 06319 164270 0.078 056 -0.545 0 391 1-2 9 -0.579 4.467 118.100 109.600 -36.640 0.607 7.253 0.092 -0.391 -2.663 71.720 66.650 -21.470 0.438 4.946 0. - . 1-2 10 -0.463 -4.008 162.800 -185.300 -63.400 0.246 2.057 0.048 -0.339 -2.383 98.910 -112.600 -37.600 900 0.176 171 0 1.776 083 1 0.029 004 0 -0.339 409 -0 1-2 11 -06515 -3.588 257.500 -677.000 -211.000 -0.199 0.769 04007 -0.409 -2.121 1564300 -411.200 -126. . - 0 . . 1-3 1 0.327 -1 419 -127.100 -009.300 85.720 -0.504 8.665 0.001 0.546 m20403 -209.500 -673.600 141.400 -0.796 13.940 0.002 0.327 1-3 2 0.261 -1.293 -88.540 -203.000 50.440 -0.401 9.670 0.006 0.485 -2.188 -145.900 -333.500 83.060 -0.741 15.510 0.010 0.261 1-3 3 0.217 -1.189 -58.120 -69.270 29.230 -0.371 8.708 0.013 0.445 -2.009 -95.760 -113.100 48.000 -0.736 14.050 0.022 0.217 1-3 4 0.190 -1.097 -34.230 16.000 16.340 -0.355 5.499 0.020 06422 -11851 -561360 27.400 26.730 -0.735 8.820 0.033 0.190 1-3 5 0.172 -1.012 -14.500 67.150 5.372 -0.334 2.279 0.025 0.410 -1.703 -23.810 111.600 8.650 -0.728 3.552 0.042 0.172 7 1-3 6 0.172 -1.012 -14.500 93.970 5.375 -0.016 26278 0.028 0.410 -1.703 -23.810 155.700 8.656 0.030 3.552 0.046 0.1 2 1-3 7 0.404 -1.561 7.324 138.700 -4.116 0.020 -1.897 0.045 9 -0.931 4.374 83.760 -2.361 -0.020 -1.041 0.027 0.159 49 1-3 8 0.403 -1.427 39.560 79.790 -18.230 0.013 -66919 0.038 9 -0.854 23.910 48.180 -10.880 -0.019 -4.092 0.023 0.1 1-3 9 0.406 -1.299 76.530 -304170 -38.090 0.008 -10.920 0.027 9 -0.782 06.310 -786350 -22.850 -0.015 -6.520 0.016 0.139 727 0 1-3 10 0.411 -10779 1220500 -211.300 -70.730 0.010 -11.080 0.014 7 -0.713 74.140 -128.000 -420490 -0.020 -6.639 0.009 . 1-3 17 0.420 -1.068 179.900 -496.600 -122.300 0.030 -66364 0.003 9 -0.650 108.900 -300.800 -73.480 -0.058 -3.661 0.002 0.709 1-4 1 0.183 -0.711 -113.400 -300.000 70.020 -0.259 1.669 0.002 4 -1.173 -187.200 -495.500 116.600 -0.451 34001 01004 0.183 14 2 0.165 -0.662 -796960 -126.400 41.340 -0.227 4.974 06017 9 -1.081 -132.000 -200.900 68.800 -0.527 87241 00018 0.165 7-4 3 0.751 -0.619 -53.080 -12.730 23.520 -0.229 5.803 0.021 6 .34 -0.998 -87.630 -20.230 39.120 -0.573 9.630 0.034 04157 7-4 4 0.139 -0.581 -31.440 61.290 13.200 -0.250 4.823 0.029 35 -0.927 -51.910 1014000 21.930 -0.636 7.984 06047 0.139 7-4 5 0.128 -0.553 -12.780 105.500 6.890 -0.282 3.684 0.034 1 0 -0.670 -21.130 174.000 71.390 -0.717 6.068 0.057 0.128 0 28 1-4 4 6 0.128 -0.553 -12.780 1284200 6.894 -04054 3.684 0.037 0 -0.870 -21.130 211.500 11.400 -0.148 6.069 0.060 .1 7 0.305 -0.832 7.791 194.200 3.744 -0.279 4.699 0.058 18 -0.536 4.751 117.700 2.326 -0.114 2.880 0.035 0.118 1-4 8 0.296 -0.817 37.560 139.400 -44216 -0.429 4.112 0.050 11 22.800 84.480 -2.417 -0.180 2.555 0.030 0.111 1-4 9 0.308 7.030 39.740 -16.310 -0.579 4.777 0.037 14 24.040 -9.628 -0.245 2.994 0.022 0.114 137 0 1-4 10 0.367 -0.865 111.400 -120.700 -37.970 -0.655 8.604 0.021 37 -0.570 67.570 -73.230 -22.570 -0.278 5.336 0.013 . 1-4 W 11 0.504 -0.915 160.300 -366.300 -72.690 -0.501 14.980 0.005 92 -0.602 97.270 -222.100 -43.300 -0.210 9.410 0.003 0.192 1-5 1 0.017 -0.206 -80.620 -230.600 152.500 0.104 18.270 0.001 25 -0.239 -132.900 -380.600 252.200 -0.607 30.040 0.001 0.020 1-5 2 0.017 -0.206 -80.620 -141.200 152.500 -0.085 18.270 0.002 25 -0.239 -132.900 -233.300 252.300 -0.579 30.040 06003 0.020 214 0 1-5 3 0.098 -0.216 -53480 -88.500 1240500 -0.282 23.080 0.003 0.246 -00213 -88.340 -146.200 204.000 -10193 370360 0.005 . 1-5 4 0.074 -0.250 -35.430 -420300 720400 -0.384 17.810 0.005 0.228 -0.283 -58.560 -69.980 118.000 -1.342 28.600 0.008 0.203 0 203 1-5 5 0.074 -0.250 -35.430 -3.023 72.390 -0.301 17.810 0.006 0.228 -0.283 -58.560 -5.054 118.000 -1.090 28.600 0.010 . 1-5 6 0.063 -0.289 -20.050 17.620 34.400 -0.461 10.260 0.007 0.231 -00368 -33.170 29.050 55.170 -1.334 16.070 0.011 07210 07 1-5 7 11 0.074 -0.334 -6.592 33.380 60738 -0.654 2.880 0.007 00278 -00468 -100970 55.090 9.406 -1.662 3.846 0.012 04 4 75 8 0.074 -0.334 -6.592 40.690 6.738 -0.572 2.880 0.007 0.278 -0.468 -10.970 67.250 90405 -1.353 3.848 0.071 5 04074 0 114 1-5 9 0.389 -0.579 11.420 61.190 -38.610 -7.591 -7.895 0.009 0.114 -0.380 6.964 37.000 -22.220 -0.723 -4.225 0.00 . 1-5 10 0 458 -0 633 31.940 44.080 -70.400 -1.510 -21.630 0.006 0.139 -0.401 19.370 26.610 -41.280 -0.737 -12.360 0.004 0.139 1-5 11 . 0.510 . -0.675 37.810 5.031 -133.400 -1.688 -21.880 0.002 0.160 -0.419 22.910 2.951 -79.340 -04969 -12.530 0.007 0.160 2-1 1 -19700 6.145 -7.103 114.700 138.000 -14.200 111.500 00146 -320490 10.170 -11.820 189.000 2270200 -23.310 1830600 0.241 -32.490 2-1 2 -22.560 4.519 3.796 200400 257.900 -80.180 133.200 0.234 -144500 2.905 2.440 128.800 165.800 -51.550 85.640 0.151 -23.940 2-1 3 -74867 -0.312 -1.768 128.200 47.170 -86.350 19.180 0.155 -13.030 -0.448 -3.180 212.100 78.740 -141.800 31.800 0.254 0 210 -7.867 547 2 2-1 4 -3.010 -4.714 0.956 175.400 -53.270 -130.000 -406550 0.195 -3.499 -4.778 0.400 189.700 -58.100 -138.200 -47.200 . - 4 2-1 5 -4.403 -13.130 11.600 250.900 -130.300 -95.850 -112.800 0.264 -2.665 -8.006 70091 151.200 -79.200 99 700 -58.240 160 69 -68.720 -124 800 0.160 264 0 -2.665 613 -3 2-1 6 -3.613 -10.680 -1.767 150.900 -121.700 -42.000 -76.020 0.161 -5.928 -17.530 -2.884 250.600 . -1 - 4 . . . 2-1 7 -7.546 -16.750 1.313 2080000 -222.200 -50.210 -141.600 0.230 -1.323 -15.740 0.674 191.200 -207.700 46.260 -132400 0.211 -1.054 2-1 8 2.603 -18.010 6.766 209.000 -261.700 -53.160 -177.800 0.256 1.570 -10.980 3.917 125.800 -159.900 -32.260 -108.500 0.156 1.570 2-1 9 6.047 -15.880 10.650 163.800 -227.900 -52.360 -169.600 0.249 3.674 -9.677 6.194 98.590 -139.700 -31.760 -103.600 0.152 3.674 2-1 10 6.445 -13.400 7.205 101.000 -113.600 -51.620 -136.200 0.240 5.148 -8.159 4.023 60.850 -70.520 -31.310 -83.490 0.147 5.148 7 2-1 11 9.045 -11.160 23.240 71.180 -164.100 -50.720 -82.570 0.231 5.517 -6.792 13.730 43.420 -107.700 -30.790 -51.030 0.147 5.51 2-2 1 7.731 -12.320 14.800 39.340 3.730 -40.720 35.970 0.227 4.732 -7.503 8.539 24.080 0.584 -24.680 21.220 800 104 0.139 0 205 4.732 5 179 2-2 2 6.692 -7.742 -0.915 58.330 232.000 -24.560 89.680 0.171 8.057 -9.199 -2.150 71.420 271.500 -29.000 . . . 2-2 3 5 012 -3 915 -4470 49.670 155.100 -19.610 90.710 0.126 7.797 -6.091 -6.953 77.270 241.300 -30.500 141.700 0.795 5.012 2-2 4 . 7.403 . -5.264 13.390 74.120 230.700 -22.450 132.800 0.194 4.559 -3.173 7.768 48.550 138.800 -13.650 80.450 0.119 4.559 2-2 5 3.568 -2.243 -2.318 55.230 53.450 -13.210 50.030 0.112 5,810 -3.765 -3.808 84.310 87.000 -21.610 81.830 0.183 3.568 947 2 2-2 6 2.947 -1.864 -5.070 70.240 -27.480 4250 7.244 0.105 4.833 -3.145 -8.784 110.200 -48.140 -15.150 10.370 0.170 . 2-2 7 4.075 -2.731 13.180 117.100 -119.300 -9.665 -68.740 0.155 2.469 -1.612 8.378 73.230 -70.290 -5.907 -40.460 0.095 2.469 2-2 8 2.970 -2.644 16.320 86.290 -118.600 -7.046 -91.330 0.138 1.804 1.555 - 10.300 53.330 -69.710 -4.294 -54.380 0.084 1.804 2-2 9 355 2 -1 986 32.150 42.930 -149.700 -6.513 -84.740 0.119 1.382 -.158 1 19.930 25.910 -89.960 -3.955 -51.120 0.073 1.382 2 2 10 . 1 975 . -1 833 31 490 -49.820 -110.200 -3.899 -61.330 0.101 1.140 -1.065 19.480 -31.080 -66.480 -2.392 -37.260 0.062 1.140 - 2-2 11 . 1.601 . -1.744 . 17.170 -123.400 -19.480 -2.292 -27.880 0.087 0.916 -1.010 10.720 -76.090 -11.690 -1.410 -17.210 0.053 0 051 0.916 996 0 2.3 1 1.794 -1.327 21.660 -132.100 -108.200 -2.072 49.440 0.083 0.996 -0.779 13.400 -81.210 -66.070 -1.282 -30.550 . . 2-3 2 1.337 -1.235 7.077 -121.300 -45.760 -7.679 -27.620 0.074 1.269 -1.086 0.607 -100.900 -38.190 -1.408 -22.540 0.062 7 0.860 0 770 2-3 3 0.770 -0.784 -7.176 -47.170 -10.580 -0.866 -9.265 0.046 1.413 -1.327 -12.030 -76.250 -17.100 -1.393 -14.680 0.0 6 . 2-3 4 0.692 -0.766 -9.948 4.475 1.321 -0.693 -3.496 0.047 1.299 -1.286 -16.500 -6.050 2.358 -7.083 -5.399 0.077 078 0.692 0 626 2-3 5 0.626 -0.743 -8.302 33.120 7.248 -0.542 0.028 0.047 1.212 -1.238 -13.700 55.760 12.010 -0.818 0.194 0. . 2-3 6 0.573 -0.719 -3.111 54.920 3.554 -0.410 1.202 0.048 1.147 -1.186 -5.066 91.550 5.884 -0.594 1.967 0.079 0 048 0.573 533 0 2-3 7 1.102 -1.134 4.100 96.230 4.083 -0.414 1.678 0.079 0.533 -0.696 2.401 57.890 2.426 -0.302 1.080 . . 2.3 8 1.069 -1.082 72.140 69.990 0.792 -0.265 0.754 0.079 0.504 -0.671 7.235 42.150 0.340 -0.210 0.533 0.048 47 0.504 481 0 2-3 9 1.043 -1.027 16.230 21.230 -1.781 -0.149 -0.040 0.077 0.481 -0.645 9.693 12.810 -1.308 -0.133 0.056 0.0 . 2-3 10 1.014 -0.968 13.610 -32.060 -2.077 -0.066 0.017 0.077 0.464 -0.616 8.713 -19.270 -1.465 0 354 -0.069 0 009 .047 047 0.464 449 0 2-3 11 0.978 -0.910 3.350 -63.020 0.561 0.011 1.054 0.078 0.449 -0.586 1.929 -37.870 . . - . . F4 1 0.438 -0.560 -6.129 -36.230 2.772 -0.347 1.642 0.048 0.942 -0.858 -10.040 -60.250 4.017 -0.745 2.170 11 .078 0.078 0.438 433 0 2-4 2 0.433 -0.537 -11960 -12.270 3.516 -0.315 1.688 0.049 0.919 -0.811 -19.740 -20.560 4.910 -0.667 .081 . 2-4 3 0.434 -0.511 -13.590 25.340 1.524 -0.287 0.510 0.051 0.913 -0.761 -22.460 41.770 1.655 -0.588 W .085 0 8 0.434 436 0 2-4 4 0.436 -0.476 -11.340 63.550 2.653 0267 -7.633 0.054 0.917 -0696 -18.760 105.100 -4.928 -0.532 . 8 . 2-4 5 0 437 428 -0 -6.623 92.970 -7.791 -0.256 4.040 0.055 0.923 -0.612 -10.960 153.800 -12.970 -0.496 .091 0.437 2-4 6 . 0.437 . -0.428 -6.623 104.700 -7.788 0.520 4.040 0.056 -10960 173.300 -12.96 7.145 161 .092 090 0.437 0 431 24 7 0.431 -0.366 -0.763 109.900 -12.560 0.513 -5.873 0.055 2 -1.275 181.900 -20.370 1. . . 24 8 0894 -0.372 8.293 .400 -24.870 7.113 9.686 0.086 0.413 -0.287 5.025 99.320 -15.560 0.465 0.052 048 0 0.756 0 700 2.4 9 0.824 -0.219 15.850 125.300 -23.810 0.966 -6.058 0.079 0.373 -0.195 9.601 75.700 -15.160 0.360 -4.206 . . 2-4 10 0.690 -0.066 19.610 73.900 -14.640 0.738 2.440 0.071 0.301 -0.102 11.880 44.660 -9.770 0.208 0.802 0.043 0 038 0.589 0 411 2.4 11 0.476 0.051 19.060 23.010 1.492 0.520 15.430 0.062 0.196 -0.027 11 .560 13.940 -0.076 0.066 8.556 . . StZO Vail's Front Door Spa Lid Design Strip Forces Max P Max P Max P Max P Max P Max P Max P Min P I.P . Min P Min P Min P Min P Min P Min P Min P ID Section Paul Vertical Bending Torsion Dphm Twist (kip - Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (ki ft) (kip-ft) Banding ft) (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending - ft) (inches) 1-1 1 -5.887 -85.38 0 88.80 0 -108,600 -17.64 0 -24.46 0 0.026 -7.09 4 -9.706 -140.50 0 145.90 0 -177.50 0 -29.55 0 -39.650 0.042 1-1 2 -8.781 -47.73 0 201.40 0 2514800 -5532 0 32.99 0 0.064 -7.15 8 -14.480 -78.70 0 331.40 0 415.60 0 -91.39 0 54.580 0.105 1-1 3 -11.930 -30,08 0 241.20 0 9,521 26023 0 1.85 1 0.094 18.26 0 -19.690 -49.68 0 397.30 0 15.90 0 43.08 0 3.293 0.155 1-1 4 -9.063 -16.72 0 28010 0 -5.199 23.77 0 -4.50 6 0.114 13.97 0 -14.970 -27.67 0 461.70 0 -8.33 2 39.02 0 -7.181 0.188 1-1 5 -76840 4434 5 287.40 0 -14.180 19.65 0 -8.78 4 04124 9.73 0 -124960 -7.26 6 474,00 0 -23.11 0 32.24 0 - -14.210 04205 1-1 6 -8.419 21.42 0 263.70 0 -25.220 8458 3 -16.05 0 0.122 1.91 3 -13.910 35.22 0 435410 0 -41.18 0 14.05 0 -26.090 0.200 1-1 7 -94029 35.50 0 209.20 0 -31.770 8.15 4 -18.63 0 0.109 -0.78 2 -14.910 58,42 0 345.50 0 -51.89 0 13.34 0 -30.270 0.179 1-1 8 -9.528 51.65 0 116.40 0 -39.810 6.60 7 -20:24 0 0.067 -2.68 6 -15.730 85.04 0 0 -65.05 0 10.79 0 -32.850 0.144 1-i 9 -9.817 96.28 0 4.73 5 -75.530 8.40 6 -18.71 0 00059 -4.64 9 -16.200 158460 0 5 -123.90 0 13.71 0 -30.220 04097 1-1 1 0 -9.574 133.30 0 -227000 0 440990 5.86 4 -5.32 8 0.029 -5.30 0 -15.800 219060 0 0 -156.10 0 9.567 -8.124 0.048 7-1 1 1 -9.046 184190 0 -591.50 0 -167.700 2.79 6 25.72 0 0,004 -5.85 5 -14.940 304,50 0 0 -276.20 0 4.64 5 42.800 0.007 1-2 1 -7.844 -167.70 0 -58370 0 2184100 5.01 3 31.960 0.003 -327 6 -12.940 -276100 0 0 361.00 0 8.307 53.690 0.005 1-2 2 -7.462 -123.10 0 -211.70 0 148.600 4.45 5 48.910 0.024 -3.56 9 -12.320 -202.60 0 E 246420 0 7.251 81.420 04039 1-2 3 -6.974 -88.95 0 16.97 0 103.300 2.69 3 530140 0.049 -3.40 7 -11.520 -146.30 0 171.30 0 4.304 88.350 0.081 1-2 4 -5.822 -42173 0 108080 0 63.410 3.41 7 47.650 0.072 -2.56 4 -91631 -70.27 0 0 105,100 5.565 78.960 0.119 1-2 5 -5.240 -25.96 0 179400 0 50.640 1.81 9 41.860 0.089 -2.112 -8.680 -42.69 0 0 293.800 83.740 2.927 69.200 0.145 1-2 6 -4.688 -11.22 0 205.500 40.050 0.666 35.570 0.096 -1.709 -7.777 -18.44 0 65.980 1.032 58.580 0.157 1-2 7 -3.718 16.610 188.800 20.330 04958 22.700 0.091 -1.090 -6.191 270340 310.100 32.900 1.527 36.910 0.150 1-2 8 -3.312 31.750 137.100 10.030 0.319 16.270 0.078 -0.872 -5.528 524240 225.200 15.670 0,487 26.130 0,128 1-2 9 -2.663 71.720 66.650 -216470 0.438 4.946 00056 -044579 -4.467 118.100 109.600 -36.640 0.607 7.253 0.092 1-2 10 - -2,383 984910 -112.600 -37.600 0.176 1.776 0.029 -04463 -44008 162.800 -185.300 -63.400 0.246 2.057 0.048 1-2 11 -2.121 156.300 -411.200 -126.900 -0.171 1.083 0.004 -0.515 -3.588 257.500 -677.000 -211.000 -0.199 0.769 0.007 1-3 1 -1.419 -127.100 -409.300 85.720 -0.504 8,665 0.001 0.546 -2.403 -209.500 -673.600 141.400 -0.796 13.940 01002 1-3 2 -1.293 -88.540 -203.000 509440 -0.401 94670 0.006 0,485 -2,188 -145.900 -333,500 83,060 -04741 15,510 00010 1-3 3 -1.189 -58.120 -69.270 29.230 -0,371 8708 0.013 0.445 -2.009 -95760 -113.100 48.000 -0.736 14,050 0.022 1-3 4 -1.097 -34.230 16.000 16.340 -0.355 5.499 0.020 0.422 -1.851 -56.360 27400 26.730 -0.735 8.820 0,033 1-3 5 -1.012 -14.500 67.150 5.372 -0.334 2.279 0.025 0.410 -1.703 -23.810 111.600 8.650 -0.728 3.552 0.042 1-3 6 -1.072 -14.500 93.970 5.375 -0.016 2.278 0.028 0.410 -1.703 -23.870 1550700 80656 0,030 3.55211 0.046 1-3 7 -0.931 4.374 83160 -2.361 -0.020 -1.041 0.027 0.404 -1.561 7.324 138.700 -4.116 04020 -1.897 0.045 1-3 8 -0.854 23.910 48.180 -104880 -0.019 -4.092 0.023 0.403 -7.427 39.560 79.790 -18.230 0.013 -6.919 . 0.038 1-3 9 -0.782 464310 -18.350 -22.850 -0.015 -64520 0.016 0.406 -1.299 761530 -30.170 -38.090 0.008 -10.920 0.027 1-3 10 -0.713 740140 -128.000 -42.490 -0.020 -6.639 0.009 0.411 -1.179 122.500 -211,300 -70.730 0.010 -11.080 0.014 1-3 11 -0,650 108.900 -300.800 -73,480 -04058 -3.661 0.002 0420 -1.068 179.900 -496.600 -122,300 0.030 -6.364 0.003 1-4 1 -0711 -113.400 -300.000 70.020 -0.259 1'.669 0.002 0.344 -1.173 -187,200 -495.500 116.600 -0.451 3.001 0.004 1-4 2 -0.662 -79.960 -126.400 41.340 -0.227 4.974 0.011 0.349 -1.081 -132.000 -2084900 68.800 -0.521 8.241 0.018 1-4 3 -0.619 -53.080 -12.130 23.520 -0.229 5.803 0,021 0.346 -06998 -87.630 -20.230 39.120 -0.573 90630 0.034 1-4 4 -0.581 -314440 614290 134200 -0.250 4.823 0.029 0.335 -0.927 -51.910 101.000 21.930 -0.636 74984 0.047 1-4 5 -0.553 -12.780 105.500 6.890 -0.282 3.684 0.034 0.320 -0.870 -21.130 174.000 11.390 -0.717 6.068 0,057 1-4 6 -0.553 -12.780 128.200 6.894 -0.054 3.684 0.037 0.320 -0.870 -21.130 2119500 11.400 -0.148 6.069 0.060 1-4 7 -0.536 4.751 117.700 2.326 -0.114 2.880 00035 0183 -00834 7.390 183.100 3.618 -0.178 4.480 0.055 1-4 8 -0.532 22.800 84.480 -2.417 -0.180 7.555 00030 0.173 -0.828 35.470 131.400 -34761 -0.281 34974 0.047 1-4 9 -0.544 43.090 24.040 -9.628 -0245 2.994 0.022 0.177 -0.846 670030 376390 -14,980 -0181 4.658 00035 1-4 10 -0.570 67.570 -73.230 -22.570 -0.278 5.336 0.013 0.213 -09886 105.100 -113.900 -35.110 -0.433 8.300 0.020 1-4 17 -0.602 97.210 -222100 -43.300 -0.210 9.410 0.003 0.299 -0.936 151.200 -345.500 -67.360 -06326 14.640 0.004 1-5 1 -0.170 -106.000 -3034700 201.400 -0.572 23850 0.001 0,027 -0.321 -1259400 -358.700 237.200 -0.162 28.420 0.001 1-5 2 -0.170 -106.000 -786.200 201.400 -0.550 23.950 0.002 0.027 -0.321 -125400 -219700 237.300 -0.133 28.420 00003 1-5 3 -0.141 -70.520 -116.700 162.500 -1.099 29.660 0.004 0.153 -0.335 -83180 -137.700 193.600 -0,439 35.900 0.005 1-5 4 -0.200 -64750 -55.670 93.850 -1.214 22.670 0.006 0.116 -04388 -55.120 -65.810 112.600 -0.597 27.700 0.007 1-5 5 -0.200 -64750 -4.046 93.840 -00989 22.670 0.008 0.116 -0.388 -55120 4.702 112.600 -0.469 27.700 0.009 1-5 6 -0.271 -26.490 23.180 43.710 -1181 12.650 0,009 0,098 -0449 -31.180 276410 53.500 -0.718 15,950 0.011 1-5 7 -06334 -6.592 33.380 6.738 -0.654 2.880 04007 0.115 -0.519 -10.250 51.930 10.480 -1.017 4.480 0.011 1-5 8 -0.334 -6.592 40.690 6.738 -0.572 2.880 0.007 0.115 -0.519 -10,250 63.290 10.480 -0,890 4.480 0.010 1-5 9 -0.380 6.964 37,000 -22.220 -0.723 -4.225 0.005 0.177 -0.591 10.830 57.560 -34.560 -1.125 -6.572 0.008 1-5 10 -0.401 19.370 26.610 -1.280 -0.737 -12.360 0.004 0.458 -0.633 31.940 44.080 -70,400 -14510 -21.630 0.006 1-5 11 -0.419 22.910 24951 -79.340 -0.969 -12.530 0.001 0.510 -0.675 37.810 5.031 -133.400 -1.688 -214880 0.002 2-1 1 10,170 -11.820 189.000 227.200 -234310 183.600 0.241 -196700 6.145 -7.103 714.700 138,000 -14.200 111,500 0.146 2-1 2 4.844 3.779 212.600 273.500 -84+650 141.200 0.248 -14.500 2.905 2.440 128.800 165,800 -514550 85.640 0.751 2-1 3 -0.312 -1.768 128.200 47.170 -86.350 196180 0.155 -12.240 -0.486 -2.751 199.500 73.380 -134.300 29.830 0.240 2-1 4 -3.714 0.532 142.900 -3.580 -705.000 -34,340 0.159 -4.267 -6.054 0.673 236.700 -70.640 -172.400 -56.320 0.261 2-1 5 -8.006 7.091 151.200 -79.200 -58.240 -68.720 0.160 -4,403 -13.130 11.600 250.900 -130.300 -95.850 -112.800 0.264 2-1 6 -10680 -1.767 1504900 -1214700 -421000 -76.020 0.161 -5.928 -17.530 -2.884 250,600 -199.700 -69.160 -124.800 04264 2-1 7 -11.530 0.687 142.700 -154.900 -34.690 -98.590 04159 -1.708 -18.920 1.306 237.100 -253.900 -57.150 -161.800 0,261 2-1 8 -10.980 3.917 125.800 -159.900 -32.260 -108.500 0.156 2.603 -189010 6766 209.000 -267.700 -53.160 -177.800 0.256 2-1 9 -9.677 6194 98.590 -139.700 -31.760 -103.600 0.152 6,047 -15.880 10,650 163.800 -227.900 -52.360 -169.600 04249 2-1 10 -8.159 4,023 604850 -70.520 -31.310 -83.490 0,147 8.445 -13.400 7.205 101.000 -113.600 -51.620 -136.200 0.240 2-1 11 -6.792 13.730 43.420 -101.700 -30.790 -51.030 0.141 9.045 -11.160 234240 71.180 -164.100 -50720 -82.570 0.231 2-2 1 -7.503 8,539 244080 0.584 -24.680 21.220 0.139 7.731 -12.320 14,800 39.340 3.730 -40.720 35.970 01227 2-2 2 -5.914 -14382 45,920 174.500 -18.640 67.390 0.132 8.419 -9713 -1376 73.630 290.200 -30.770 112.100 0.215 2-2 3 -3.915 4.470 49,670 1550100 -19.610 90710 0.126 8.142 -6.466 -6.630 77.760 258.500 -32.220 150.500 0.205 2-2 4 -3.773 7.768 48.550 138,800 -13.650 80,450 0.119 7.403 -5.264 13.390 74.120 230.700 -22.450 132.800 0.194 2-2 5 -2.243 -2.318 55.230 53.450 -13.210 50.030 0.112 5.810 -3.765 -3.808 84.310 87.000 -21.610 81.830 0.183 2-2 11 6 -1.864 -5.070 70.240 -27.480 -9.250 7.244 0.105 4.833 -3,145 -8.784 110.200 -48.140 -15.150 10.370 0.170 2-2 7 -1.672 8.378 73.230 -70.290 -5.907 -40.460. 0.095 4.075 -2237 13.180 117100 -119.300 -9.665 -68.740 0.155 2-2 8 -1.555 10.300 53.330 -69.710 -.294 -54.380 0.084 2.970 -2.644 16.320 86.290 -118.600 -7.046 -91.330 0.138 2-2 9 -1.158 19.930 25.910 -89.960 -3.955 -51.120 0.073 2.355 -1.986 32.150 42.930 -149.700 -6.513 -84.740 0.119 2-2 10 -1.065 19,480 -31.080 -66.480 -2.392 -37.260 0,062 1.975 -1.833 31.490 -49.820 -110.200 -3.899 -61.330 0.101 2-2 11 -1.010 10.720 -76.090 -11.690 -1.410 -17.210 0.053 1.601 -1.744 17.170 -123.400 -19.480 -2.292 -27.880 0.087 2-3 1 -0.779 13.400 -81.210 -66.070 -1.282 -30.550 0.051 1.794 -1.327 21,660 -132.700 -108.200 -2.072 -49.440 0.083 2-3 2 -0.794 0.693 -77,970 -29.410 -1.079 -17.750 0.048 1.556 -1.351 0,831 -126.900 -47.990 -1.767 -28.460 0.078 2-3 3 -0.784 -7.176 47.170 -10.580 -0.866 -9.265 0.046 1.413 -1.327 -12.030 -76.250 -17.100 -1.393 -14.680 0.076 -3 2 4 -0.766 -9.948 -4.475 1.321 -0.693 -3496 0.047 1.299 -1.286 -16.500 -6.050 2.358 -1.083 -5.399 0.077 2 -3 5 -0.743 -8.302 33.120 7.248 -0.542 0.028 0.047 1.212 -1.238 -13.700 55.760 12.010 -0.818 0.194 0.078 2-3 6 -0.719 -3.111 54.920 3,554, -0.410 1202 0.048 1.147 -1.186 -5.066 91.550 5.884 -0.594 1.967 0.079 2-3 7 -0.696 2.401 57,890 2.426 -0,302 1.080 0.048 1.102 -1.134 4.100 96.230 4.083 -0414 1.678 0.079 2.3 8 -0.677 7,235 42.150 0.340 -0.210 0.533 0,048 1.069 -1.082 12.140 69.990 0.792 -0.265 0.754 0.079 2-3 9 -0.645 9.693 12.810 -1.308 -0.133 0.056 0.047 7.043 -1.027 16.230 21.230 -1.781 -0.149 -0.04011 0.077 2-3 10 -0.616 8.113 -19.270 -1.465 -0.069 0.127 0.047 1,014 -0.968 - 13.610 -32.060 -2.077 -0.066 0+01711 0.077 2-3 11 -0.586 1.929 -37.870 01354 -0.009 0.850 0.047 0.699 -0.912 3.007 -58.910 0,551 -0.014 1.322 0.073 24 1 -0.560 -6.129 -36.230 2772 -0.347 1.642 0.048 0.682 -0.87111 -9.534 -56.360 4.312 -0,540 2.554 0.074 2-4 2 -0.537 -11.960 -12.270 3.516 -0.315 1,688 0,049 0.674 -0.836 -18.610 -19.090 5.469 -0.490 2.626 0.077 2-4 3 -0.517 -13.590 25.340 1.524 -0.287 0.510 0.051 0.675 -0.795 -21.130 39.420 2.370 -0.446 0.793 0.080 2- 4 -0.476 -11.340 63.550 -2.653 -0.267 -1.633 0.054 0.679 -0.741 -17.640 98.860 -4.127 -0.416 -2.540 0,083 24 5 -0.428 -6.623 92.970 -7.791 -0.256 4.040 0.055 0.680 -0.666 -10.300 144.600 -12.120 -0.398 -6.285 0.086 2- 6 -0.428 -6.623 104.700 -7.788 0.520 -4.040 0.056 0.680 -0.666 -10.300 162.900 -12.110 0.809 -6.285 0.087 24 7 -0.366 -0.763 109.900 -12.560 0.513 -5.873 0.055 0.671 -0.569 -1.187 170.900 -19.540 0.797 -9.135 0.085 2-4 8 -0,277 6.618 131.300 -19.680 0.958 -7.609 0.068 0.643 -0.447 7.817 154.500 -24,210 0.724 -9.692 - 0.081 2-4 9 -0.754 12.0'50 100.100 -18.760 84 -4.656 0.063 0.580 -0.304 14.940 117.800 -23.580 0.559 -6.542 0.075 2-4 10 -0.032 15.650 59.010 -17.390 0.669 2.173 0.057 0.468 -0.158 18.480 69.480 -15.200 0.323 1.248 0.067 2-4 11 0,060 15.210 18.360 1.518 0.498 12.580 0.050 0.305 -0.042 17.990 21.680 -0.119 0.103 13.310 0.059 SkZI Vail's Front Door Spa Lid Design Strip Forces Max M I.P. Max M Max M Max M Max M Max M Max Max M Max M Min M I. P. Min M Min M Min M Min M Min M Min M Min M ID Sectio n Shear Axial Vertica l Bending Torsion Twist (ki p- Deflectio n Shear Axel Vertical Bending Torsion Dphm Twist(ki p-Deflection (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) (Kips) (Kips) (Kips (kip-fl) (kip-ft) . Bendin ft) (inches) 3-1 3-7 i -4.284 1.318 22.06 2 4 0 -6.475 115.800 -6.36 5 49.40 0 -0.0 02 -6.34 9 3.876 71.930 -42.740 307.200 -16.380 114.80 0 -0.007 3 1 - .115 2.280 32.87 0 -11.040 87.400 -5.56 3 36.03 0 -0.0 02 -5.54 9 5.401 92.480 -64.650 198.600 -90903 87.29 0 -0 008 - 3-1 3 -4.114 2.282 32.87 4 0 -28.330 81.390 -7.72 0 36.34 0 -0.00 3 -5.54 8 5.403 92.470 -113.300 198.500 -12.870 81.99 . 0 -0.010 1 3 -4.714 2.283 32.87 0 -45.670 87.370 87 4 7 36.64 0 -0.00 4 -5.54 7 5.405 92.470 -161.900 198.500 -15.720 82 68 0 -0 012 - 3-1 5 -0.861 24748 42.12 6 0 -56.500 76.360 -10,06 0 23.23 0 -0.00 4 -1.17 2 6.116 109.800 -198.000 175.200 . -15.630 45.26 . 0 -0.013 3 1 -0.861 2.748 42.12 0 -78.650 76.350 -10.51 0 23.14 0 -0.00 4 -1.17 2 66117 109.800 -255.800 175.200 -16.240 45.07 0 -0 013 - 7 -0.861 2.748 42.12 0 -100.800 76.330 -10.96 0 23.05 0 -0.00 4 -1.17 2 6.116 109.800 -313.500 175.200 -16 850 44 75 . 0 -0 013 3-1 861 8 - 2.748 42.72 0 -122.900 76.320 -11.42 0 22,97 0 .0.00 4 -1.17 2 6.117 109.800 -371.200 175.100 . . -17 470 44 51 . 0 -0 013 -1 3 122 4 9 1 2.575 57.63 0 -141.300 80.370 -11.96 0 -9.85 1 -0.00 3 7.77 5 5.739 147.800 -416.80 0 786.800 . . -18 760 -00 33 . 0 -0 010 3-1 7 0 7.224 2.575 57.63 0 -171.600 80.350 -17.32 0 -9.94 8 -0.00 2 1.77 6 5.739 147.800 -494.500 186.800 . . -17 820 -40 66 . 0 -0 007 3-1 1 1 1.224 2.573 57.61 0 -207.800 80.340 -10.67 0 -10.04 0 -0.00 1 1.77 5 5.735 147.700 -572.000 166 700 . . -16 880 •40 99 . 0 -0 003 3-2 1 -1.106 1.477 -78.33 0 -204.200 -171.800 -7.32 6 -54.64 0 0.00 5 -1.72 1 2.561 -203.700 111 -579.300 . -483 300 . . -9 050 -166 60 . 0 0 013 3-2 2 0.532 1.092 -64.30 0 -34,730 -169.200 -7.62 9 -87.03 0 0,03 2 0.73 9 1.830 -175.200 -128.200 . -488.800 . . -70 280 -251 10 . 0 0 086 3-2 3-2 3 1.730 1.190 -153.80 0 234.000 -491.400 -8.77 0 -260.70 0 0.76 6 1.15 6 0.742 -53.010 90.530 -165.200 . . -6.283 -91.12 . 0 0 060 4 1.786 0.229 -44.82 0 425.700 -188.900 -7.92 1 -734.00 0 0.22 9 1,14 7 0.171 -19.230 151.400 -83.700 -5 479 -54 43 . 0 0 083 3.2 &2 5 1.537 -0.104 -39.07 0 508.300 -164.100 -5.01 2 -72.84 0 0.26 5 0.97 1 -0.028 -14.000 183.000 -67.280 . . 111 -3.555 -34.76 . 0 0.097 6 1.253 -0.355 -3 88.800 -129.600 -2.77 3 -6.43 4 0.27 4 0.77 7 -0.179 -9.449 203.400 -48.210 -2.114 -14 88 0 0 101 3-2 7 0.709 -0.627 8 66,900 276.700 -1.90 0 133.10 0 0.24 8 0.42 7 -0338 25.860 187.800 70 170 . -1 538 32 25 . 0 0 093 3-2 8 0.476 -0.690 9 59.100 258.700 -0.85 5 159.80 0 0.20 1 029 0 -0373 31.890 117.700 . 70.560 . . -0 877 45 36 . 0 0 076 3.2 3-2 9 0.046 -0.740 11 0 6,040 191.300 -0.54 0 154.90 0 0.13 8 0,08 2-0.400 .400 48.000 41.920 53,710 . . -0.610 49.01 . 0 0053 1 -0.004 -0.405 5 0.400 17.200 R -0.60 4 51.29 0 0.02 7 747 135.900 -218,800 95.050 155 50 0 0 070 32 1 1 -0.096 -0.413 7 8.200 -40.360 -0.91 9 61.14 0fff 0.00 4 .772 163.000 -588.100 -45.550 . 175 00 . 0 0 010 3 1 057 0.689 -7 6.700 -51.360 -1.0 3.99 0 -0.00 1 .372 -149.500 -560.700 -78.110 . 30 53 . 0 -0 003 3 3 2 0.191 0.597 -42 6.300 -34.230 -0.5 1926 0 -0.00 1 U 036 -86.100 -319.100 -41.550 , . 0.010 3 0.144 0.533 -32 6.420 -33.150 -0.17 0 -22.66 0 0.00 1 807 -68.700 -173.70 0 -51.750 6 00 11 3 4 0.115 0.486 -30 0.097 -40.830 O.09110..3. -0.001 -25.32 0 0.00 7 525 -49.470 -58.02 0 -52580 -35 850 . -0 003 3 5 0.159 0.646 -27.400 54190 -47160 .289 -23.00 0 0.01 5 256 -35.500 16.23 0 -48.640 . - . 3 3-3 6 0.744 0.547 -75.460 7 92.600 -42.670 0.376 -17.52 0 0.01 9 .351 -9.938 59.53 0 -27.560 0.242 -71.260 0.012 0.265 1.034 -0.065 131.600 1 .33 5 1.189 -9.215 0.01 5 0.091 0.30 5 0.918 73.19 0 -71.860 0.332 -7.116 0 013 3-3 3-3 8 0.257 0.906 25.840 95.240 55.93 0 0.833 3.686 0.015 0.085 0.26 2 15.260 54.10 0 20.320 0.223 -2.106 . 0.012 9 0.229 0.787 37.870 29.020 75.37 0 -0.170 25.220 0.011 0.072 0.21 9 22.280 15.94 0 34.180 -0.079 10 440 0 008 3-3 10 0.046 0.178 29.310 -36.110 16.30 0 -0.069 6.226 0.004 0.192 0.67 4 49.640 -59.24 0 40.290 . 0 017 16 420 . 0 006 3-3 11 -0.001 0.135 38.740 -106.800 -10.26 0 -0.158 0.782 0.001 0.128 0.56 5 65.570 -178.90 0 -8.812 . . 0 066 5 366 . 0 001 3-4 1 0.172 0.128 -25.750 -70.750 64.12 0 -0.084 14.110 0.001 0.305 0.24 2 -44.270 -118.30 0 174.400 . . -0 736 25 340 . 0 001 3-4 2 0.172 0.128 -24.120 -67.370 62.23 0 -0.030 15.690 0.001 0.303 0.24 1 -41.730 -102.10 0 111.100 . . -0 042 27 800 . 0 002 3-4 3-4 3 0.171 0.128 -23.990 -52.380 60.33 0 0.023 17.410 0.001 0.302 0.24 7 -41.500 -86.57 0 107.800 . . 0.051 30.240 . 0.003 3 4 0.17311 0.117 -24,250 -09.550 55.04 0 0.050 18.620 11 0002 11 0.305 0.22 6 -42.040 -81.02 0 97.200 0.101 31.840 0 004 4 3-4 5 0.107 0.070 -15.810 -39.150 31.50 0 -0,035 78.520 0.002 0.202 0.14 7 -26.810 -64.77 0 54.740 -0.027 31.370 . 0.005 6 0.108 0.071 -15.970 -33.660 30.93 0 0.000 18.310 0.003 0.204 0.74 9 -27.110 -54.81 0 53.760 0.041 30.970 0 007 3-4 3-4 7 0.109 0.072 -16.140 -28.040 30.32 0 0.037 18.110 0.004 0.206 0.15 0 -27.390 -45.24 0 52.770 0.110 30.570 . 0.008 8 0.110 0.072 -16.300 -22.290 29.67 0 0.074 17.970 0.004 0.208 0.15 2 -27.670 -35.44 0 51.60 0 0.180 30 160 0 009 3-4 3-4 9 0.087 0.051 -11.660 -15.000 21.09 0 0.043 12.220 0.005 0.155 0.107 -19.700 -23.540 35.27 0 . 0.096 19.670 . 0.070 3 10 0.051 0.036 -9.563 -10.500 17.47 0 0.046 72.780 0.006 0.098 0.07 9 -15.980 -16.420 29.17 0 0.114 19.510 0 012 -4 11 0.057 0.043 -10.340 -7.934 19.680 0.082 12.150 0.006 0.088 0.067 -76.090 -12.340 30.61 0 0.127 18 900 . 0 070 4-1 1 9.727 3.8 -40.050 68.500 -92.860 -0.238 -114.500 0.039 5.904 2.330 -24.320 41.640 -56.50 . 0 -0.152 -69 610 . 0 024 4-1 2 17.540 1.988 -16.730 214.200 -259.400 25.220 -205.100 0.074 10.660 1.221 -10.100 130.100 -157.30 . 0 15 270 -124 500 . 0 045 4-1 3 4.657 -10.930 -27.280 197.600 -107.000 3.454 -109.700 0.102 2.840 -6.614 820 120.000 -64.92 . . 0 2.100 66 - 550 . 0 062 4-1 4-1 4 9.605 -11.700 -4.458 223.300 48.540 -0.408 -50.140 0.120 5.842 -7.080 . -2.639 135.400 -29.430 . -0.238 -30.390 . 0.073 4 5 4.683 -9.123 5.443 229.600 -15.790 -2.112 -12.550 0.128 2.849 -5.505 3.349 139.100 -9.508 -1.265 -7 578 077 0 -1 4-7 6 2.726 -8.798 13.530 199.000 28.900 2.294 28.190 0.124 1.658 -4.940 8.248 120.500 17.620 . 1.397 17.740 . 0.075 7 0.807 -6.794 28,910 150.900 120.200 6.271 86.110 0.710 0.489 -4.082 17.570 91.360 72.930 3.822 52 270 0 067 4-1 8 -2.958 -6.012 32.540 39.810 139.300 6.359 110.000 0.090 -1.803 -3.606 19,760 23.920 84.570 . 3 876 66 750 . 0 055 4-1 9 -2.408 -2.806 25.600 -34.550 114.500 5.416 68.560 0.042 -3.946 -4.697 42.180 -56.590 188.800 . . 8 883 173 100 . 0 069 4-1 10 -2.783 -2.702 20.330 -703.800 101.600 3,601 49.940 0.032 -4.562 -4.527 33.500 -170.700 167.600 . . 5 898 82 440 . 0 053 4-1 11 -2.847 -2.649 5.580 -133.700 43.720 2.817 13.000 0.029 -4.673 -4.431 9.788 -220.700 72.350 . . 4.593 21 590 . 0 047 4-2 4-2 1 -111,020 .372 3!165 -129.100 86.480 3.290 14.910 0.029 -5.209 -2.332 18.140 -212.300 143.000 . 5.375 24.860 . 0.048 2 9761 -2-2.1 051 -23.470 -93.000 -69.750 4,1421 -24.230 0.036 -4,919 -3.545 -38.690 -153.000 -714.700 i 6.789 -39 600 0 059 4-2 3 -2.863 -2.098 -27.040 -22.330 -91.810 1.873 -44.430 0.048 -4.732 -3.540 -44.560 -36.590 -151.000 . 3 053 -72 870 . 0 079 4-2 4 -4.438 -2.737 -30.520 61.670 -93.950 3.856 -66.590 0.103 -2.686 -1.609 -18.530 37.340 -57.330 . . 2 361 -40 580 . 0 063 4-2 5 -4.060 -3,560 -27,830 158.700 -77.990 4.772 -41.420 0.726 -2468 -2.105 11 -16.89011 95.920 -47.430 . . 2 909 -25 270 . 0 076 4-2 6 -3.794 -3,526 -18.260 209.400 -32.670 1.971 -10.160 0.143 -2.312 -2.082 -11.08011 127.100 -79.860 . . 1.202 -6 251 . 0 086 4-2 4-2 7 -3.462 -2.860 2,428 223.800 87.130 2.658 57.690 0.149 -2.112 -1.673 1.466 135.900 52.740 . 1.622 35.020 . 0.091 4 8 -2.886 -3.268 9.562 784.300 713.600 3.020 91.020 0.148 -7.780 -1.922 5.805 111.800 69.030 1.836 55.290 0 090 -2 9 -2.613 -2.672 30.070 140.300 229.100 3.596 129.500 0.139 -1.678 -1.554 18.240 85.060 139.000 2.193 78 670 . 0 084 4-2 10 -2.118 -2.815 22.710 18.090 200.300 3.870 131.300 0.126 -1.333 -1.648 13.770 70.820 121.600 . 2.389 79 810 . 0 076 4-2 4-3 11 1 -1.207 -1,4131 11.830 -20.700 98.620 0.856 59.640 0.069 -1.918 -2 427 51011 -33.830 162.400 . 1.378 98.070 . 0.115 -0.786 -1.727 1.889 -38.930 14,180 0.928 -2.502 0.068 -1.207 -2.918 3.116 -63.730 23.110 1.487 -4 473 172 0 4-3 2 -0.680 -1.567 -4.999 -76.950 -26.940 0.807 -19.930 0.067 -1.034 -2.660 -8.239 -27.420 -44.640 . 1.296 -33 070 . 0 111 4-3 3 -0.883 -2.420 -10.850 23,940 -58.710 1.108 -38.450 0.111 -0.592 -1.418 -6.593 14.170 -35.550 . 0 686 -23 250 . 0 067 4-3 4-3 4 -0.755 -2.206 -7,314 69.010 -36.720 0.960 -27.200 0.113 -0.527 -1.286 -4.459 41.510 -22.260 . . 0.602 -16.480 . 0.068 4 5 -0.644 -2.0171 1 97.800 3.005 0.852 -7.570 0.114 -0.461 -1.171 -0.441 59.000 1.735 0.544 -4.624 0 069 -3 4-3 6 -0.465 -2.015 -7.366 106.800 -28.200 -0.195 -1.925 0.115 -0.362 -1.183 -4.504 64.540 -17.190 -0.752 -1.207 . 0.069 7 -0.385 -7.845 0.314 92.680 11.040 -0.150 18.610 0.114 -0.320 -1.083 0.145 56.040 6.547 -0.115 11 210 0 069 4-3 4-3 8 9 -0.310 -1.693 4.746 0 241 61.130 38.630 -0.099 33.600 0.112 -0.279 -0.994 2.829 36.990 23.230 . -0.070 20.270 . 0.068 4 3 - . -1.556 3.883 19.850 34.530 -0,051 36.150 0.111 -0.239 -0.916 2.308 12.070 20.730 -0.020 21.810 0 067 - 4 3 10 -0.196 -0.845 -2.682 -8.100 -9.327 0.027 12.870 0.067 -0.178 -1.432 -4.380 -13.570 -15.190 -0.007 21.370 . 0 110 - 11 -0.156 -0.778 -9.617 -10.190 -51.570 0,063 -4.084 0.067 -0.125 -1.322 -15.870 -17.070 -85.010 0.042 -6 664 . 0 111 41 4-4 i -0.185 -0.719 -0.565 -5.913 -7.213 0.240 -19.560 0.068 -0,177 -1.247 -0.921 -10.000 -11.910 . 0.329 -32.280 . 0.112 2 -0.123 -1.166 -8.811 26.850 -57.490 0.368 -47.570 0.115 -0.147 -0.664 -5.329 16.380 -34.750 0.265 -28 800 0 070 4-4 4-4 3 4 -0.066 -1.093 -9.747 72,930 -60.680 0.413 -44.210 0.118 -0.111 -0.614 -5.892 44.250 -36.680 . 0.293 -26.760 . 0.072 -0.005 -7.025 -5.536 111.700 -34.290 0.455 -27.290 0.121 -0.075 -0.567 -3.343 67.700 -20.690 0.324 -16 500 0 074 4-4 4 4 5 0.060 -0.959 1.399 135.100 6.939 0.498 -3.228 0.123 -0.038 -0.522 0.854 81.840 4.271 . 0.360 -1.926 . 0.075 - 6 0.158 -0.914 -4.280 739.100 -22.450 0422 2.365 0.124 0.018 -0.505 -2.590 84.250 -13.570 0.239 1 464 0 075 4-4 4-4 7 0.223 -0.836 3.149 122,700 21.850 0.507 27.170 O.t22 0.055 -0.455 1.904 74.260 13.240 . 0,301 16.490 . 0.074 8 0.282 -0.754 8.940 89.510 53.280 0.552 48.370 0.119 0.089 -0.403 5.404 54.150 32.260 0.340 29,330 072 0 4-4 4-4 9 0.322 -0.668 10.180 47.170 62.970 0.54 3 60.350 0.715 0.174 -0.351 6.752 28.500 - 38.110 0.351 36.590 . 0.070 70 0.331 -0.587 6.218 9.098 38.000 0.521 1 59.910 01111 0.123 -0.303 3.751 5.441 23.000 0.348 36.330 0 067 4-4 4-5 11 0.116 -0.262 0.646 -5.523 -0.393 0.372 31.040 0.065 0.373 -0.523 08111 -8.99311 -0.722 0.582 51 .750 . 0.107 4 1 0.035 -0.234 1.160 -5.535 136.300 1.130 43.580 0.064 0.243 -0.524 1.972 -8.945 224.600 7.887 71840 . 0 105 -5 4-5 2 3 0.264 62 -12.780 0.867 98.670 1.333 66.200 0.104 0.061 -0.204 -7.770 0.394 59.980 0.823 40.770 . 0.063 4 0.264 62 -11.900 8,666 99.210 1.262 57490 0,103 0.061 -0.204 -7.237 5.736 60.320 0.758 34.900 0 063 -5 4 0.264 -0,462 3403 7.379 709.200 1.191 49.240 0.102 0.061 -0.204 2.032 4.374 66.400 0 694 29 920 . 0 062 4-5 5 0.282 -0.392 -6.390 19.230 40.860 0.731 39.800 0.702 0.085 -0.770 -3.903 11.540 24.930 . . 0 445 24 200 . 0 062 4-5 4-5 6 0.282 -0.392 -5.635 22.910 39.810 0.706 29.810 0.701 0.085 70 -3.446 13.790 24.310 . . 0.413 78.140 . 0.061 7 0.282 -0.392 7.661 19.190 35.730 0.682 27.080 0.100 0.085 70 4.609 71.550 21.850 0.379 16 490 0 067 4-5 8 0,279 -0.308 0.385 26.740 14,750 0.304 77.720 0.099 0.097 30 0,196 16.110 9.062 . 0 788 10 820 . 0 060 4-5 9 0.279 -0.308 8.731 25.900 15.420 0.320 14.230 0.099 0.097 -0.130 5.251 15.620 9.487 . . 0 187 8 700 . 0 060 4-5 10 0.279 -0.308 10.610 20.420 4.796 0.336 10.210 0.098 0.097 30 6.390 12.320 3.069 . . 0.175 6 265 . 0 059 4-5 11 0.232 -0.208 6,521 21.490 3.625 0.057 5 .933 0,097 0.086 -0.086 3.909 12.960 2.278 . 0.043 3.662 . 0.059 S tZ Z Vail's Front Door Spa Lid Design Strip Forces Max V I P . Max V Max V Max V Max V Max V Max V M_ V Min V I.P . Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear (Kips Kips) (Kips) (ki It) (kip-ft) Sending fl (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-fl) Sendin ff ) (inches) (Kips) 71 1 -6.34 9 3.87 6 71.930 -42.74 0 307.200 -16.380 114.800 -0.00 7 -4.28 4 1.31 8 22.06 0 -6.47 5 115.80 0 -8.365 49.400 4.00 2 -6.349 3-1 2 -5054 9 5040 1 92.480 -64.650 198.600 -9.903 81.290 -0.00 8 -4.11 5 2.28 0 32.87 0 -11.04 0 81.40 0 -5.563 36.030 -0.00 2 -5.549 3-1 3 -5.54 8 5.40 3 92.470 -113.300 198.500 -120810 81.990 -0.01 0 -4.11 4 2.28 2 32.87 0 -28633 0 81.39 0 -7.720 36.340 -0.00 3 -5.548 3-1 4 -5.54 7 5.40 5 92.470 -161.900 198.500 -15.720 82.680 -0.01 2 -4.11 4 2.28 3 32.87 0 -45.61 0 81.37 0 -9.877 364640 4.00 4 -5.547 3-1 5 -1417 2 611 6 109.800 -198.000 175200 -15.630 45.260 -0.01 3 -0.86 1 2.74 8 42.12 0 -56.50 0 76.36 0 -10.060 234230 -0.00 4 -1.172 3-1 6 -1617 2 611 7 109.800 -255.800 175.200 -16.240 45.010 -0.01 3 -0.86 1 2.74 8 42.12 0 -78.65 0 76.35 0 -10.510 23.140 -0.00 4 -1.172 3-1 7 -1.17 2 6.11 6 109.800 -3134500 1750200 -16.850 44350 -0.01 3 -0.86 1 2.74 8 42.12 0 -100.80 0 76.33 0 -10.960 23.050 -0.00 4 -1.172 3-1 B -1.17 2 6.11 7 109.800 -371.200 175.100 -17.470 44.510 -0.01 3 -0.86 1 2.74 8 42.12 0 -122.90 0 76.32 0 22.970 -0.00 4 -1.172 3-1 9 1477 5 5.73 9 147.800 -416.800 186.800 -18.760 -40.330 -0.01 0 1.22 4 2457 5 57.63 0 -141.30 0 80.37 0 -9.851 -0.00 3 1.775 3-1 1 0 1.77 6 5473 9 147.800 -494.500 186.800 -176820 -40.660 -0.00 7 1.22 4 2.57 5 57.63 0 -171460 0 80.35 0 -9.948 -0.00 2 1.776 3-1 1 1 1.77 5 5.73 5 147.700 -5724000 186.700 -16.880 -40.990 -0.00 3 1.22 4 2.57 3 57.61 0 -201.80 0 80.34 0 -10.040 -00001 1.775 3-2 1 -7.10 6 1.47 7 -78.330 -204.200 -1714800 -74326 -54.640 0.00 5 -1.72 1 2.56 1 -203.10 0 -579.30 0 -483.30 0 -166.600 0401 3 -1.721 3-2 2 0.532 11092 -64.300 -34.730 -169.200 -7.629 -87.030 0.032 0.73 9 1.83 0 -175.20 0 -128.200 -488.80 M-10.280.251.1 0 -251.100 0.086 0.739 3-2 3 1.15 6 0.742 -53.010 90.530 -165.200 -6.283 -91.120 0.06 0 1.73 0 1.19 0 -153.800 234.000 -491.40 0 -260.100 0.166 1.730 3-2 4 1.147 0.171 -19.230 151.400 -83.700 -5.479 -54.430 0.083 1.78 6 0.229 -44.820 425.700 -188.900 1 -134.000 0.229 1.440 3-2 5 0.971 -0.028 -14.000 183.000 -67.280 -3.555 -34.760 0.097 1.537 -0.104 -39.070 508.300 -164.100 -72.840 0.265 1.233 3-2 6 0.777 -0.179 -9.449 203.400 -48.210 -2.114 -14.880 0.101 1.253 -0.355 -35.280 588.800 -129.600 -6.434 0.274 0.998 3-2 7 0.709 -0.627 82.540 466.900 276.700 -1.900 133.100 0.248 0.427 -0.338 25.860 1874800 70.170 -1.538 324250 0.093 0.427 3-2 8 O A76 -0.690 90.370 259.100 258.700 -0.855 159.800 0.201 0.290 -0.373 31.890 117.700 70.560 -0.877 45.360 0.076 0.290 3-2 9 0.046 -0.740 115.800 66.040 191.300 -0.540 154.900 0.138 0.082 -0.400 48.000 41.920 53.710 -0.610 49.010 0.053 0.082 3-2 10 -0.198 -0.747 135.900 -218.800 95.050 -0.870 155.500 0.070 -0.004 -0.405 594330 -80.400 17.200 -0.604 51.290 0.027 -0.004 3-2 11 -0.517 -0.772 163.000 -588.100 -45.550 -2245 1750000 0.010 -0.096 -0.413 73.880 -248.200 -40.360 -0.919 61.140 0.004 -0.096 3-3 1 0.357 0.689 -70.330 -236.700 -51.360 -1.000 34990 -0.001 1.329 2.372 -1490500 -560.700 -78.110 -3.387 30.530 -0.003 1.329 3-3 2 0.191 0.597 -42.130 -126.300 -34230 -0.512 719.260 -0.001 0.711 2.036 -86.100 -319.100 -41.550 -1.637 -25.940 -04010 0.711 3-3 3 04144 0.533 -32.930 -56.420 -33.150 -0.170 -221660 0.001 0.521 1.807 -68.700 -173.100 -51.750 -0.419 -40.620 -0.008 0.521 3-3 4 06106 0.459 -244390 -2.800 -31.050 -0.013 -19.400 0.006 0,368 1.542 -53.000 -56.290 -584450 0.706 -39.410 -0.002 0.368 3-3 5 0.103 0.415 -771610 34.840 -26.460 0.186 -14.790 0.010 0.335 1.394 -414370 27.850 -57.460 0.753 -32.820 0.006 0.335 3-3 6 0.093 0.351 -9.938 594530 -27.560 04242 -11.260 0.012 0.279 1.180 -284120 91.540 -67.860 0.901 -24.520 0.012 0.279 3-3 7 0.141 0.474 1.427 113.900 -18.450 0.516 -71.070 0.020 0.235 0.933 -0371 107.200 5.289 1.078 -6.843 0.011 5 3-3 8 0.251 0.906 25.840 95.240 55.930 0.833 3.686 0.015 0.085 0.262 15 .260 54.100 20.320 0.223 -2.106 0.012 1 3-3 9 0.229 0.787 37.870 29.020 75.370 -0.170 25.220 0.011 0.072 0.219 22.280 15940 34.180 -0.079 10.440 0.008 9 3-3 10 0.192 0.674 49.640 -59.240 40.290 0.017 16.420 0.006 0.046 0.178 29.310 -36.110 16.300 -0.069 6.226 0.004 2 3-3 i t 0.128 0.565 65.570 -178.900 -8.812 0.066 5.366 0.001 -0.001 0.135 38.740 -106.800 -10.260 -0.158 0.782 0.001 8 3-4 1 0.172 0.128 -25.750 -70.750 64.120 -0.084 14.110 0.001 0.305 0.242 -44.270 -118.300 114.400 -0.136 25.340 0.001 5 3-4 2 0.172 0.128 -24.120 -61.370 62.230 -0.030 15.690 0.001 0.303 0.241 -41.730 -102.100 111.100 -0.042 27.800 0.002 3 3-4 3 0.171 0.128 -23.990 -52.380 60.330 0.023 17.410 0.001 0.302 0.241 -41.500 -86.570 107.800 0.051 30.240 0.003 2 1 3-4 4 0.173 0.117 -24.250 -49.550 55.040 0.050 18.620 0.002 0.305 0.226 -42.040 -81.020 97.200 0.101 31.840 0.004 5 3-4 5 0.107 0.070 -15.810 31.500 -0.035 18.520 0.002 0.202 0.147 -26.810 -64.770 54.740 -0.027 31.370 0.005 3-4 6 0.108 0.071 -75.970 30.930 0.000 18.310 0.003 0.204 0.149 -27.110 -54.810 53.760 0.041 30.970 0.007 3-4 7 0.709 0.072 -16.140 -28.040 30.320 0.037 18.110 0.004 0.206 0.150 -27.390 -45.240 52.710 0.11030.570 0.008 3-4 8 0.710 0.072 -16.300 -22.290 29.670 0.074 17.910 0.004 0.208 0.452 -27.670 -35.440 51.600 0.180 30.160 0.009 8 0. 3-4 9 0.081 0.051 -11.660 -15.000 21.090 0.043 12.220 0.005 0.155 0.107 -19.700 -23.540 35.270 0.096 19.610 0.010 5 3-4 10 0.051 0.036 -9.563 -10.500 17.470 0.046 12.180 0.006 0.098 0.079 -15.980 -16.420 29.170 0.114 19.510 0.012 3-4 11 0.057 0.043 -10.340 -7.934 19.680 0.082 12.150 0.006 0.110 0.095 -17330 -11.860 32.790 0.189 19.410 0.013 0.110 4-1 1 5.904 2.330 -24.320 41.640 -56.500 -0.152 -694610 0.024 9.727 3.834 -40.050 68.500 -92.860 -04238 -114.500 0.039 9.727 4-1 2 10.660 1.221 -10.100 130.100 -1574300 15.270 -124.500 0.045 17.540 1.988 -16.730 214.200 -259.400 25.220 -205.100 0.074 17.540 4-1 3 2.840 -6.614 -12.820 120.000 -64.920 20100 -66.550 0.062 4.657 -10.930 -21.280 197.600 -107.000 1454 -109.700 0.102 2.840 4-1 4 5.842 -70080 -2.639 135.400 -29.430 -0.238 -30.390 00073 9.605 -11.700 -4.458 223.300 -48.540 -0.408 -50140 0.120 5.842 4-1 5 4.683 -9.123 5.443 229.600 -15.790 -2.112 -12.550 0.728 2.849 -5.505 34349 139.100 -9.508 -14285 -7.578 0.077 2.849 4-1 6 2.726 -8.198 13.530 199.000 28.900 2.294 28.190 0.124 1.658 -4.940 84248 120.500 17.620 1.397 17.140 0.075 1.658 4-1 7 00807 -6.794 28.910 150.900 120.200 6.271 86.110 0.110 0.489 -4.082 17.570 91.360 72.930 3.822 52.270 0.067 0.489 4-1 8 -20958 -6.012 32.540 390810 1390300 64359 110.000 0.090 -1.803 -34606 19.760 234920 84.570 3.876 66.750 0.055 -1.803 4-1 9 -3.946 -4.697 42.180 -56.590 188.800 86883 113.100 0.069 -2.408 -2.806 254600 -34.550 114.500 5.416 68.560 0.042 -2.408 4-1 10 -4.562 -4.521 33.500 -170.700 167.600 5.898 82.440 0.053 -2.783 -2.702 20.330 -103.800 101.600 3.601 49.940 0.032 -2.783 4-1 11 -4.673 -4431 9.188 -220.100 72.350 4.593 21.590 0.047 -2.847 -2.649 5.580 -133.700 43.720 2.817 13.000 0.029 -2.847 4-2 1 -5.209 -2.332 18.140 -212.300 143.000 5.375 24.860 0.048 -3.165 -1.372 114020 -129.100 86.480 3.290 14.910 0.029 -3.165 4-2 2 -21976 -2.105 -93.000 -69.750 4.142 -24.230 0.036 -4.919 -3.545 -38.690 -153.000 -114.7 00 6.789 39.600 0.059 -2.976 4-2 3 -2.863 -2.098 -22.330 -91.810 1.873 -44.430 0.048 -4.732 -3.540 -44.560 -36.590 -151.000 3.053 -72.870 0.079 4-2 4 -2.686 -1.609 37.340 -57.330 2.361 -00.580 0.063 -4438 -2.737 -30.520 61.670 -93.950 3.856 -66.590 0.103 4-2 5 -2.468 -2.105 95.920 -47 430 2.909 -25.270 0.076 -4.060 -3.560 -27.830 158.100 -77.990 4.772 -41.420 0.126 -2.468 4-2 6 -2.312 -2.082 127.100 fl -19.860 1.202 -6.251 0.086 -3.794 -3.526 -18.260 209.400 -32.670 1.971 -10.160 0.143 -2.312 4-2 7 -3.462 -2.860 23.800 87.130 2.8 57.690 0.149 -2.112 -1.673 1.466 135.900 52.740 1.622 35.020 0.091 -2.112 4-2 8 -2.886 -3.268 184.300 773.600 3.020 91.020 0.148 -1.780 -1.922 5.805 111.800 69.030 1.836 55.290 0.090 -1.780 4-2 9 -2.613 -2.672 140.300 229.100 3.596 129.500 0.139 -1.618 -1.554 18.240 85.060 139.000 2.193 78.670 0.084 -1618 4-2 10 -2.118 -2.615 18.090 200.300 3.870 131.300 0.126 -1.333 -1.648 13.770 10.820 121.600 2.389 79.810 0.076 -1.333 44 11 -1.918 -2.427 igW510-33.830 -33.830 162 400 1.378 98.070 0.115 -1.207 -1.413 11.830 -20.700 98.620 0.856 59.640 0.069 -1.207 4-3 1 -1.207 -2.918 3.116 -63.730 23.110 1.487 -4.413 0.172 -0.786 -1.727 1.889 -38.930 14.180 0.928 -2.502 0.068 -0.786 4-3 2 -0.680 -1.567 -0.999 -16.950 -26.940 0.807 -19.930 0.067 -1.034 -2.660 -8.239 -27.420 -44.640 1.296 -33.070 0.111 -0.680 4-3 3 -0.592 -1.418 -6.593 14.170 -35.550 0.688 -23.250 0.067 -0.883 -2.420 -10.850 23.940 -58.710 1.108 -38.450 0.111 -0.592 4-3 4 -0.521 -1.286 -4.459 41.510 -22.280 0.602 -16.480 0.068 -0.755 -2.206 -7.314 69.010 -36.720 0.960 -27.200 0.113 -0.521 4-3 5 -0.461 -1.171 -0.441 59.000 1.735 0.544 -4.624 0.069 -0.718 -1.822 -0.686 91.780 2.699 0.846 -7.192 0.108 -0.467 4-3 6 -0.362 -1.183 -4.504 64.540 -17.190 -0.152 -1.207 0.069 -0.465 -2.015 -7.366 106.800 -28.200 -0.195 -1.925 0.115 -0.362 4-3 7 -0.385 -1.845 0.314 92.680 11.040 -0.150 18.610 0.114 -0.320 -1.083 0.145 56.040 6.547 -0.115 11.210 0.069 -0.320 4-3 8 -0.310 -1.693 4.748 61.130 38.630 -0.099 33.600 0.112 -0.279 -0.994 2.829 36.990 23.230 -0.070 20.270 0.068 -0.279 4-3 9 -0.241 -1.556 3.883 19.850 34.530 -0.051 36.150 0.111 -0.239 -0.916 2.308 12.070 20.730 -0.020 21.810 0.067 -0.239 4-3 70 -0.196 -0.845 -2.682 -8.100 -9.327 0.027 12.670 0.067 -0.178 -1.432 -4.380 -13.570 -15.190 -0.007 21.370 0.110 -0.796 4-3 11 -0.156 -0.778 -9.617 -10.190 -51.510 0.063 -4.064 0.067 -0.125 -1.322 -15.870 -17.070 -85.010 0.042 -6.664 0.111 -0.156 4-4 11 1 -0.185 -0.719 -0.565 -5.913 -7.213 0.240 -19.560 0.068 -0.177 -1.247 -0.921 -10.000 -11.910 0.329 -32.280 0.112 -0.185 4-4 2 -0.147 -0.664 -5.329 16.380 -34.750 0.265 -28.800 0.070 -0.123 -1.166 -8.811 26.850 -57.490 0.368 -47.570 0.115 -0.147 4-4 3 -0.111 -0.614 -5.892 44.250 -36.680 0.293 -26.760 0.072 -0.066 -1.093 -9.747 72.930 -60.680 0.413 -44.210 0.118 -0.111 4-0 11 4 -0.075 -0.567 -3.343 67.700 -20.690 0.324 -16.500 0.074 -0.005 -1.025 -5.536 111.700 -34.290 0.455 -27.290 0.121 -0.075 4-4 5 0.060 -0.959 1.399 135.100 6.939 0.498 -3.228 0.123 -0.038 -0.522 0.854 61.840 4.271 0.360 -1.926 0.075 -0.038 4-4 6 0.018 -0.505 -2.590 84.250 -13.570 0.239 1.464 0.075 0.158 -0.914 -4.280 139.100 -22.450 0.422 2.365 0.124 0.018 4-4 7 0.223 -0.836 3.149 122.700 21.850 0.507 27.170 0.122 0.055 -0.455 1.904 74.260 13.240 0.307 16.490 0.074 0.055 4-4 8 0.282 -0.754 8.940 89.510 53.280 0.552 48.370 0.779 0.089 -0.403 5.404 54.150 32.260 0.340 29.330 0.072 0.089 4-4 9 0.322 -0.666 10.180 47.170 62.970 0.543 60.350 0.115 0.114 -0.351 6.152 28.500 38.110 0.351 36.590 0.070 0.114 1 4-4 10 0.331 -0.587 6.218 9.098 38.000 0.521 59.910 0.111 0.123 -0.303 3.751 5.441 23.000 0.348 36.330 0.067 0.123 4-4 11 0.313 -0.523 1.081 -8.993 -0.722 0.582 51,150111 0.107 0.116 -0.262 0.646 -5.523 -0.393 0.372 31.040 0.065 0.116 4-5 1 0.243 -0.524 1.972 -8.945 224.600 1.887 71.840 0.105 0.035 -0.234 1.160 -5.535 136.300 1.130 43.580 0.064 0.035 4-5 2 0.061 -0.204 -7.770 0.394 59.980 0.823 40.17011 0.063 0.264 -0.462 -12.780 0.867 98.670 1.333 66.200 0.104 0.061 4-5 3 0.061 -0.204 -7.237 5.136 60.320 0.758 34.900 0.063 0.264 -0.462 -11.900 8.666 99.210 1.262 57.490 0.10311 0.061 4-5 4 0.264 4.462 3.403 7.379 109.200 1.191 49.240 0.102 0.061 .0.204 2.032 4.374 66.400 0.694 29.920 0.062 0.061 4-5 5 0.085 -0.170 -3.903 11.540 24.930 0.445 24.200 0.062 0.282 -0.392 -6.390 19.230 40.860 0.731 39.800 0.102 0.085 4-5 6 0.085 -0.170 -3.446 13.790 24.310 0.473 18.140 0.061 0.282 -0.392 -5.635 22.910 39.810 0.706 29.810 0.101 0.085 4-5 7 0.282 -0.392 7.661 19.190 35.730 0.682 27.080 0.100 0.085 -0.170 4.609 11.550 21.850 0.379 16.490 0.061 0.085 4-5 8 0.279 -0.308 0.385 26.740 14.750 0.304 17.720 0.099 0.097 -0.130 0.196 16.110 9.062 0.188 10.820 0.060 0.097 4-5 9 0.279 -0.308 8.737 25.900 15.420 0.320 14.230 0.099 0.097 -0.130 5.251 15.620 9.487 0.181 8.700 0.060 0.097 4-5 10 0.279 -0.308 10.610 20.420 4.796 0.336 10.210 0.098 0.097 -0.130 6.390 12.320 3.069 0.175 6.265 0.059 0.097 4-5 11 0.232 -0.208 6.521 21.490 3.625 0.057 5.933 0.097 0.086 -0.086 3.909 12.960 2.278 0.043 3.662 0.059 0.086 5123 Vail's Front Door Spa Lid Design Strip Forces 5 lZq Vail's Front Door Spa Lid Design Strip Forces ID Sectio Max M I.P. n Sh Max M Max M Max M ox Max M Max M Max M Min M I. P. Min M Min M Min M Min M Min M in M Min M ear Ki Axial Vertical Bending Torsion on Dphm . Twist (kip- I Deflecti on Shear Axial Vertical Bending Torsion Dphm Twist (k I i - Defl ti ( ps) (Kips) (Kips) (kip-ft) (kip-It Bendin g it) (inches ) (Kips) (Kips) (Kips) (kip-ft) (ki ft) . Be di 1 p ec on 5-1 1 14.960 -5.554 -29.500 60.800 266.800 -75.0 70 172.700 0 0 55 11 430 -4 861 1 n ng t) (inches) 5-1 2 10.120 -11.510 -22.430 706.900 128.800 10.8 40 132 600 . 0 0 65 . 6 895 . - 9.630 34.250 248.700 -10.650 755.1 00 0.042 5-1 3 5.541 -12.830 -11.620 108.700 57.110 8 6 . 27 79 010 . 0 0 75 . 4 059 -9.904 -14.670 53.720 133.900 9.77 2 13.6 1 00 0.051 5-1 4 3.695 -74.580 0.941 118.900 42.480 . 6 1 . 75 26 790 . 0 0 83 . 79 2 -10.960 -6.647 43.800 47.750 4.693 64.2 20 0.060 5-1 5 -0.268 -13.380 3.691 711.600 -32.950 . 71.0 . 70 -30 660 . 0 0 90 . 4 -0 016 -72.370 5.388 44.050 27.360 2.245 9.3 07 0.069 5-1 6 -2.876 -11.100 4.267 110.100 -131.400 11 4 . 80 -87 210 . 0 0 95 . 1 982 -11.780 4.477 36.110 -59.860 6.460 -55.8 60 0.077 5-1 7 -3.118 -9.190 12.330 81.850 -140.400 . 13 9 . 40 -128 400 . 0 0 98 - . 2 227 -9.120 0.689 48.000 -171.300 7.071 -120.8 00 0.085 5-1 8 -3.761 -8.900 14.020 101.100 -208.100 . 6 2 . 61 -145 100 . 0 1 01 - . 2 418 -7.525 7.494 30.130 -184.400 9.992 -166.4 00 0.092 5-1 9 -3.531 -7.054 11.130 00 -315.400 . 5 3 . 42 -203 800 . 0 7 25 - . 2 7 5.721 1 9.012 64.960 -133.800 4.025 -93.2 90 0.065 5-1 10 -5 3.19 - 5.372 4.298 105.40 0 -274.100 . 5 3 . 21 -196 000 . 0 1 29 - .3 4 -4.487 11.000 55.210 -145.800 3.950 -89.9 60 0.065 5-1 11 -2.717 -3.901 1.962 103.900 -175.900 . 5 0 . . 91 -141 900 . 0 1 31 -2 .124 -3.425 5.787 41.480 -129.600 3.735 -87.1 20 0.065 5-2 1 -2.599 -3.951 10.100 99.790 -160 900 . 2 5 . 09 -70 600 . 0 1 3 -1.797 -2.559 3.206 31.000 -84.080 3.443 -62.7 00 0.065 5-2 2 -2.150 -2.783 5.174 . 107.900 -32 840 . 2 49 . 6 0 277 . 0 7 7 3 -1.719 -2.592 8.434 26.240 -87.450 1.729 -31.4 90 0.064 5-2 3 -7.733 -1.890 0.800 . 129.800 84.450 . 2 47 . 2 62 670 . 12 0 0 7 -1.421 -1.866 3.864 28.610 -16.700 1.646 0.6 98 0.063 5-2 4 -1.369 -1.232 2.965 147.200 156.100 . 2.33 . 0 109.100 . 0 12 1 -1.148 -0 908 -7.303 -0 883 -0.723 0 0 42.890 40.370 1.607 28.40 0 0.061 5-2 5 -1.077 -0.759 10.420 744.900 183.500 2.09 9 731.300 . 0.77 2 . -0 709 . -0 578 . 14 3 502 50.350 65 71.210 1.517 47.54 0 0.058 5-2 5 2 6 -0.818 -0.429 11.990 116.200 182.400 1.80 6 131.400 0.10 0 . -0.541 . -0.362 . 3 514 .120 58 220 79.280 73 690 1.376 54.56 0 0.054 - 5 2 7 -0.812 -0.210 22.280 98.550 165.900 1.47 7 130.200 0.08 6 -0.496 -0.214 . 9 170 . 50 340 . 68 920 1.198 1 005 53.56 5 0 0.050 - 5-2 8 -0.623 9 -0.330 }9.050 23.960 91.530 0.47 6 71.290 0.05 8 -0.463 -0.140 . 21.960 . 10.730 . 140 000 . 0 345 0.42 108 90 0 0 0.044 0 058 5-2 1 -0.279 0 -0 157 -0.111 13.580 -22.210 37.270 0.30 4 34.850 0.03 1 -0.378 -0.080 27.200 -64.710 . 118.300 . 0 465 . 102 80 0 . 0 056 5-2 1 . 1 -0 030 -0.042 0 009 9.956 -58.050 12.960 0.28 6 22.000 0.02 6 -0.112 -0.004 18.870 -137.500 63.770 . 0.467 . 73.42 0 . 0 043 5-3 . 1 0.047 . 0 047 2.009 7 049 -80.650 5.781 78 120 0.23 7 11.660 0.02 2 0.180 0.065 3.159 -781.200 33.910 0.337 44.26 0 . 0.033 5-3 2 0.733 . 0.107 . -4 610 - . -32.610 -58 900 -13 830 0.07 0 -0.011 0.02 0 0.467 0.220 -0.378 -177.700 -41.490 0.049 11.98 0 0.029 5-3 3 0.207 0.167 . -9.309 . . -22 550 -0 863 0.04 -0 07 7 5.464 2 0.01 9 0.622 0.368 -17.900 -735.900 -22.510 -0.028 71.36 0 0,025 5-3 4 0.321 0.219 -12.630 . . 22 310 22 600 . 0 04 10.380 0 1 0.02 0 0.765 0.570 -20.470 -66.280 -9.162 -0.382 1 3.95 0 0.025 5-3 5 0.339 0.233 -5.222 . . 66.620 14.200 . -0 06 9.300 7 15 090 0.03 0 03 3 5 0.607 0.448 -14.450 0.671 9.975 0.019 70.99 0 0.027 5-3 6 0.623 0.518 -9.643 86.330 12.600 . -0.14 . 4 6 945 . 0 03 3 0.218 0 210 0.150 0 134 -3.357 42.960 9.132 -0.043 9.69 8 0.022 5-3 7 0.570 0.466 1.987 85.350 0.433 -0.11 . 3 -1.068 . 0.03 1 . 0 199 . 0 712 -3.880 2 777 54.930 12.160 -0.042 8.20 4 0.023 5-3 8 0.524 0.401 12.750 57.650 -13.830 -0.09 2 -10.410 0.02 7 . 0 189 . 0 086 . 8 952 51.690 4.254 -0.038 3.13 4 0.021 5-3 9 0.480 0.320 18.700 7.755 -31.200 -0.07 1 -27.190 0.02 7 . 0.194 . 0 062 . 16 450 33.340 0 707 -4.948 7 -0.037 -2.97 0 0.018 5-3 1 0 0.182 0.011 12.100 -35.150 -31.330 -0.03 2 -77.900 0.01 0 0.282 . 0 017 . 18 830 . -54 680 - 8.000 4 -0.041 -10.71 0 0.016 5-3 1 1 0.182 -0.038 3.122 -61.880 -32.910 -0.04 2 -19.590 0.00 8 0.415 . 0 713 . 3 648 . -97 180 - 8.740 -0.050 -27.85 0 0.016 5-4 4 5 1 0.199 -0.080 -13.650 -89.460 -25.940 -0.354 8.860 0.00 8 0.478 . 0.030 . -23 270 . -141 900 -60.400 -54 400 .0.092 0 6 0 -36.62 0 0.014 - 5-4 2 0.164 1064 -17.160 -57.140 13.760 -0.352 15.600 0.01 0 0.329 0.029 . -28.160 . -89 470 . 75 950 - . 0 -0 575 10.300 21 840 0.015 50 4 3 0.136 0 262 -0.078 -14.810 -78.250 24.540 -0.322 72.800 0.014 0.212 -0.121 -23.040 . -28.390 . 38.170 . -0 500 . 19 910 0.018 0 022 5-4 . 5 0 757 -0.075 -25.120 30.970 -5.427 -0.628 0.035 0.034 0.123 -0.083 -15.670 15.540 -2.576 . -0 326 . 1 174 . 0 019 5-4 6 . 0 157 -0.102 -0 102 -15.610 1 77.770 -10.440 -0.453 -7.729 0.041 0.065 -0.123 -9.819 44.800 -6.095 . -0.237 . -4.345 . 0 024 5-4 7 . 068 0 . -0 170 - 5.610 105.500 -12.930 -0.159 -6.982 0.046 0.065 -0.123 -9.818 62.250 -7.661 -0.095 -3.976 . 0 027 5-4 B , -0.004 . -0 209 •6.323 2 542 116.500 -18.340 109 500 -0.217 -13.560 0.047 0.076 -0.152 -4.113 69.400 -11.140 -0.132 -8.708 . 0.027 5-4 9 -0.057 . -0.211 . 9 955 . -22.040 87 680 -26 100 •0.298 -18.260 0.044 -0.024 -0.165 1.375 65.550 -73.470 -0.182 -11.050 0.025 5-4 10 -0.068 -0.170 . 14.190 . . 55 000 -27 450 -0.362 -0 345 -20.940 -21 140 0.036 -0.055 -0.156 5.854 52.630 -15.940 -0.224 -12.710 0.020 50 11 -0.031 -0.103 12.350 . . 21.820 -20.750 . -0 235 . -17 360 0.024 0 009 -0.060 -0.120 8.470 33.070 -16.730 -0.215 -12.830 0.013 6-1 1 1.767 9.883 -111.000 -34.140 184.000 . 107 400 . -90 760 . 0 018 -0.031 -0.068 7.407 73.130 -12.630 -0.144 -10.530 0.005 6-7 2 -2.112 23.180 -117.000 749.400 489.300 . 224 900 . -113 200 . O OSB 2.659 16.240 -187.800 -57.660 299.600 176.300 -752.600 0.029 6-1 3 .727 27.350 -83.140 273.700 -128.800 . 70 780 . -105 600 . 0 081 -1.377 14.170 -71.100 97.360 302.500 137.000 -65.670 0.035 6-1 4 1 1 -.576 26.550 -55.390 360.800 -162.300 . 54 690 . -93 530 . 0 099 0.358 16.710 -50.770 166.200 -72.990 42.760 -60.870 0.049 6-1 5 - .059 7 26,080 .080 -15 .440 385.800 -705 600 . 29 040 . -79 580 . 0 108 -1.077 16.220 -33.910 219.600 180 32.910 -52.630 0.060 6-1 6 -1.247 22.760 20.8 50 . 357.500 -72.490 . 79.890 . -66 710 . 0 708 -0.531 -0 676 15.960 1 -10.050 234.500 -58.270 17.250 -43.220 0.066 6-1 7 -1.368 19.720 55.470 286.600 -44.690 14 650 . -56 050 . 0 099 . 0 702 3.970 11.520 277.900 -37.900 17.630 -34.430 0.065 6-1 8 -7.395 15.650 .94.100 164.100 -17.640 . 77 070 . -45 300 . 0 081 - . 11.770 32.170 175.200 -20.210 8.492 -27.120 0.060 6-1 9 -0.775 7365 81.760 -17.660 17.960 . 4 980 . -14 770 . 0 035 -0.747 1 9.651 55.750 101.500 -3.515 6.472 •20.210 0.049 6-1 10 -0.639 6.749 713.900 -179.100 48 360 . 3 874 . -12 190 . 0 07 - .323 12.590 739.000 -24.680 18.900 8.531 -35.950 0.058 6-7 11 -0.540 4.801 152.100 . -421.500 91.290 . 2 946 . -13 600 . 9 0 004 -1.791 1 9.970 193.400 -305.600 72.310 6.486 -30.330 0.031 6-2 1 -0.307 4.025 -138.900 -415.500 -114.700 . 2 210 . -17 980 . 0 002 - .052 7.795 258.300 -714.300 148.700 4.640 -29.900 0.006 6-2 2 -0.188 3.087 -97.170 -203.800 -72 880 . 1 707 . -79 700 . 0 0 -0.376 6.490 -236.800 -702.400 -200.700 3.369 -34.600 0.003 6-2 3 -0.188 3.087 -97.170 . -30 640 -72 830 . 1 388 . 19 54 . 07 -0.167 4.986 -165.800 -340.900 -123.900 2.623 -32.800 0.012 6-2 4 -0.031 3.766 -106.200 . . 80 740 -65 990 . 694 - . 0 24 0.014 -0.293 4.801 -151.200 -60.110 -113.300 2.159 -30.400 0.022 6-2 5 0.106 2.800 -58.560 . . 150 300 - 300 . 1 1 702 - .080 11 0.035 -0.086 2.327 -62.230 43.540 -42.400 1.032 -17.100 0.020 6-2 6 0.225 2.041 -18 240 . -0. 768 800 -0 020 . 0 589 - .600 0.042 0.007 1.729 -34.090 05.070 -22.890 0.709 -12.090 0.024 6-2 7 0.325 1.446 . 18.570 . . 146.800 23 120 . 0 754 1.143 11 860 0.045 0 04 0.081 1.262 -10.190 97.070 -8.755 0.422 -6.346 0.026 6-2 8 0.410 0.981 55.960 . 88.570 45 080 . -0 224 . 18 970 . 3 0 036 0.136 0.900 11.870 85.440 4.704 0.177 -0.993 0.025 b-2 9 0.185 0.400 60.720 . -4.521 35.530 . -0.211 . 4 832 . 0 015 0.772 0 476 0.618 0 621 34.340 52.230 18.060 -0.031 3.123 0.021 6-2 1 0.185 0.400 60.120 -106.700 35.490 0.104 . 3.887 . 0 008 . 0 476 . 0 621 98.430 -8.167 71.810 -0.567 20.610 0.026 6 -2 1 11 0.170 0.237 91.070 -251.900 63.490 -0.136 2 605 . 0 002 . 0 519 . 346 0 98.430 1 -175.500 71.750 0.243 19.030 0.014 6-3 7 0.437 0.108 -98.560 -254.400 -71.680 -0.467 . -3 275 . 0 002 . 0 797 . 0 177 49.200 1 -477.200 114.400 -0.068 14.370 0.003 6-3 2 0.408 0.016 -67.540 -102.500 04.380 -0.438 . -6 528 . 0 009 . 0 820 . 0 036 - 62.300 022.900 -109.400 -0.786 2.425 0.003 6-3 3 0.390 -0.051 03.190 -6.411 -24.720 -0.477 . -5.887 . 0 016 . 0 841 . -0 060 -111.500 -71 540 -173.900 -68.710 -0.885 -6.325 0.014 6-3 4 0 .851 -0 .127 -40.400 82.560 -78.880 -1.155 -5.394 . 0.037 . 0.377 . -0 104 . -24 270 -15.360 52 300 -38.930 10 410 -1.022 -7.993 0.026 6-3 5 0.850 -0.74 -14.090 138.000 -1.783 -1.266 1.491 0.044 0.365 . -0 145 . -8 355 . 84 920 - . 0 97 -0.527 -2.888 0.023 6-3 6 3 6 0.850 -0.1174 -14.090 764.000 -2.906 0.320 1.228 0.046 0.365 . -0.145 . -8.355 . 100 400 . 1 0 306 -0.568 0 119 2.267 0.027 - 6-3 7 0.841 -0.277 10.210 140.300 16.420 0.223 10.300 0.044 0.354 -0.779 6.248 . 65 190 . 72 500 . 0 072 2.068 8 133 0.029 6-3 8 9 0.829 0 345 -0.243 34.920 85.180 38.750 0.137 79.900 0.037 0.345 -0.209 21.020 . 51.230 . 26.070 . 0 037 . 14 770 0.0 7 0 022 6-3 10 . 0 361 -0.235 37.670 -4.491 44.210 0.016 19.250 0.016 0.536 -0.365 58.600 -6.987 68.780 . 0 024 . 29 950 . 0 025 6-3 17 . 0 406 -0.256 -0 269 58.990 8 -90.160 74.660 0.014 20.340 0.008 0.857 -0.292 98.840 - 149.100 120.900 . 0.038 . 30.570 . 0 014 6-4 1 . 0 205 . -0 341 9.740 -226.700 136.700 1 9 0.083 12.650 0.002 0.936 -0.302 150.600 -376.300 225.700 0.169 18.260 . 0 003 6-4 2 . 0 261 . 75 - 0.170 .225.9001 -122.900 -0.113 -2.662 0.002 0.448 -0.474 - 150.700 -375.900 -207.000 -0241 -6 151 . 0 003 6-4 3 . 0 295 -0,407 -59.630 920 770 -0.225 -12.490 0.009 0.554 -0.538 -99.420 -155.000 -707.100 -0.490 . -22 040 . 0 015 60 4 . 0 642 -0 666 -39.770 -11.270 -36.790 -0.268 -14.570 0.017 0.459 -0.633 -61.860 -17.530 -57.230 -0.417 - . 22 660 . 0 027 60 5 . 0 657 . -42.330 74.590 -37.860 -0.618 -21.220 0.042 0.315 -0.442 -25.550 43.910 -22.860 . -0 289 -12 590 . 0 025 6-4 6 . 0 656 -0.756 0 7 -23.370 135.800 -22.220 -0.619 -14.950 0.052 0.326 -0.490 -74.140 80.870 -13.620 . -0.286 . -9 016 . 0 031 6-4 7 . 0 665 - . 56 -0 880 -23.310 177.200 -22.270 0.548 -14.950 0.057 0.326 -0.490 -14.740 106.000 -13.610 0.293 . 01 -96 . 0 034 6-4 8 . 0.679 . -1 046 -6.338 10 370 184.600 -7.876 171 500 8 723 0.615 -6.820 0.057 0.334 -0.558 -3.938 110.700 -5.068 0.343 . -4.260 . 0.036 6-4 9 0.704 . -7.257 . 28.480 . . 135 200 30 900 0.767 1 078 3.014 14 0.051 0.345 -0.651 6.127 102.900 4.906 0.444 7.581 0.031 6-4 70 0.729 -1.502 50.200 . . 70.080 64 350 . 7 669 .030 24 730 0.040 0.363 -0.771 17.040 81.280 18.300 0.642 8.185 0.024 60 11 0.366 -7.049 47.390 . -22.120 73.180 . 1.528 . 18.190 0.025 0.003 0.376 0 734 -0.915 -1 726 30.120 78 840 42.190 38.550 1.003 14.260 0.015 7-1 1 1.184 -2.601 -58.640 66.390 -68.340 1 1.680 -39.500 0 026 . 0 742 . -1 577 - . 35 520 -36.840 721.400 2.583 30.430 0.006 7-1 2 -0.828 -9.444 -30.000 156.500 -57.580 32.060 00.240 . 0.073 . -0.496 . . -5 736 -18 150 40.240 94 790 -41.720 7.090 -24.150 0.016 7-1 3 -3.971 -74.570 - 11.020 784.500 -74.330 40.310 -44.230 0.112 -2 376 . -8 853 . -6 637 . 717 700 -35.150 19.470 -24.560 0.044 7-1 4 -6.215 -18.600 3.699 1 40.900 -83.420 35.430 •45.750 0.143 - . . 3 784 -11 310 . 2 285 . 85 -45.790 24.480 -26.900 0.068 7-1 5 -6.711 -22.030 7.927 52.460 -70.610 22.450 -30.150 0.170 - . 4 092 - . 13 400 . 4 837 .090 -SO.SBO 21.510 -27.720 0.087 7-1 6 -3.281 -15.370 -2. 506 -7.906 0.996 5.081 3.737 0.118 - . . 5.105 -23 970 . -3 898 31.280 -72 300 •42.700 1 3.620 - 78.150 0.103 7-2 1 877 -2 3.6.850 15.160 67.590 -240.900 22.200 -149.500 0.209 . 2 373 -16 340 . 9 207 . 40 32 7.549 7.903 5.814 0.184 7-2 2 2.989 -28.780 0.200 65.820 -149.300 48.080 -81,470 0 227 . . 7 837 -17 520 . 0 107 . 0 -746.200 73.490 -90.670 0.127 7-2 3 4.085 -27.870 - 13.030 99.350 61.240 55.480 29.880 . 0 243 . . 2 505 -16 970 . 7 964 39.310 - 90.460 29.240 -49.270 0. i38 7-2 4 0.8 80 -23.470 -16.230 164.000 156.500 36.720 172.900 . 0 256 . . 0 559 -14 270 - . -9 930 59.870 37.560 33.740 78.510 0.147 7-2 5 1 7. 1185 -22.660 -72.230 265.500 220.900 55.550 155.300 . 0.262 . . 0.741 -13 820 . 99.180 95.770 22.330 69.070 -7 575 161 100 135 0.156 7-2 6 -2.908 -13.830 0.273 284.400 205.500 17.770 160.500 0.257 -7.754 . -8 449 . . .100 33.810 95.010 0 050 172 900 0.159 7-2 7 2 7 -3.565 -8.617 19.900 250.900 197.000 16.690 142.400 0.238 -2.162 - . 5.276 . . 126.000 10.770 98.320 11.980 153 000 120 900 10 80 0.157 - 7 2 8 -4.009 7.714 28.540 158.500 720.800 -20.890 93.090 0.210 -2.445 1.021 77 220 . 97 440 . .1 87.350 74 880 12 7 0.745 - 9 -1.559 5.165 30.370 29.090 42.750 -29.370 21.530 0.167 -7.002 3.320 1 . 9 520 . 18 700 . - . 20 57.350 27 480 0.128 7-2 7 2 70 3.183 5.845 14.430 -40.370 -87.320 -25.950 -43.860 0.086 5.289 . . . -18.880 13.840 9.566 24 050 -77 180 •145 000 42 37 0.107 - 11 4.870 6.367 5.535 -77.250 -729.400 -2 1.080 -85 110 0 070 8 114 70 380 . . . - . 0 -71.800 0.141 . . . . 8.978 -1 34.100 -2 11.500 -34 .220 -13 7.300 0.116 51Z4!~; Vail's Front Door Spa Lid Design Strip Forces V M Max V Max V Max V - Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. h Max V I.P. Max V ax T io Twistkip- hm ( O v Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection ear S ID Section Shear Axial Vertical ors n Bending ft) . p di (inches) (Kips) (Kips) (Kips) (kip-it) (kip-ft) Bendin ft) (inches) (Kips) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Sen n 54 500 29 60 800 266 800 -150010 1720700 0.055 9.619 5-1 1 9.619 -3.570 -186960 39.090 171.500 -94648 1116000 0.036 14.960 -5.5 - . 430 . 106 900 . 800 128 0.065 840 132.600 10 6.503 5-1 2 397 7 66503 -14 .420 .800 .700 82 68 60968 85.270 0.042 10.120 -114510 -22. 0 . 108 700 . 110 57 . 627 79.010 0.075 8 1562 $.1 3 0 4.059 -1 0.96 .647 - 6 .750 47 800 43. 4.693 54.220 0.060 5.541 -12.830 -71.62 . 020 . 490 34 . 767 204300 0.065 7 2.375 5-1 4 3.215 -140090 6.306 590560 32.160 1.290 11200 0.080 2.993 -11.700 -0.588 930 130 88 . -24 430 . 270 -23.850 0.071 - 11 -0.172 5-1 5 0.061 -12.770 5.483 50.190 -64.970 64337 -59.950 0.069 -0.396 -10.740 1.914 607 0 0 57 920 . 400 -181 . 9296 -727.600 0.093 -1.849 5-1 6 -2.175 -9.327 4.403 93.580 -174.600 7.773 -75.840 0.081 -2.403 -10.180 . 7 494 . 30 130 . 400 -184 9.992 -166.400 0.092 -2.004 5-1 7 -3.118 -9.190 12.330 814850 -140.400 13.940 -1280400 00098 -20227 -70525 043 5 . 76 650 . 200 -253 3.705 -182.700 0.098 -2.478 5-1 8 •3.761 -8.900 14.020 101.100 -208.100 6.261 -145.100 0.101 -2.725 -7.789 . 7 464 . 280 88 . 800 -266 4.026 -173.800 0.103 -2.374 5-1 9 -3.693 -6.980 17.110 85.890 -226.800 6.745 -139.900 0.102 -2.740 -5.559 . 2 369 . 580 91 . 900 -230 4.076 -766.900 0.107 -2.124 1 5- 1 0 -3.303 -5.328 9.002 64.530 -201.700 5.810 -135.500 04102 -2.487 -4.170 . 0 894 4 590 93 . 900 -147 .000 0.109 3.943 7127 -1.797 5-7 11 -2.795 -3.901 4.907 48.230 -130.800 5.356 -97.540 0.101 -2.118 -3.048 . 7 292 . 440 90 . -147 700 933 -60.100 0.710 1 -1.719 52 1 -2.673 -4.032 13.120 40.810 -126.700 2.689 -48.980 00100 -2.027 -3.087 . 864 3 . 610 28 . 100 -16 . 646 0.698 0.063 1 -1.421 5-2 2 •2211 -2.902 6.011 44.500 -25.050 2.560 1.085 0.098 -1.421 -1.866 . 898 6 800 55 , 54 860 0 915 38.760 0.081 1 -1.148 5- 2 3 -1.562 -1.653 1.264 122.000 75.750 2.287 56.820 0.115 -1.435 -1.698 -0. . 76 830 . 500 96 . 831 63.920 0.077 1 -0.908 5-2 4 -1.233 -7.072 3.395 136.100 140.900 2.142 99.230 0.109 -1.135 -1.148 7 . 20 65 . 280 79 . 376 54.560 0.054 1 -0.835 5-2 5 -1.071 -0.759 10.420 144.900 183.500 2.099 131.300 0.112 -00709 0.578 .1 220 6 73 690 . 560 0.050 198 53 1 -0.638 5 2 6 818 -0.429 -0 11.990 1160200 182.400 1.806 131.400 0.100 -0.541 -0.362 584 0 68 920 . . 420 0.044 005 50 1 -0.646 - 7 . 210 812 -0 -0 22.280 98.550 1654900 11477 130.200 0.086 -0.496 -0.214 50.340 . . . 830 0037 0306 45 -0463 5-2 8 . . 211 597 -0 -0 26.040 15.870 159.600 0.447 124.100 0.071 -0.401 -0.212 R126250 15.400 58.840 . 031 850 0 304 34 0 -0.285 5-2 9 4 . 080 378 -0 -0 27.200 -64.710 118300 0.465 102800 0.056 -0.279 -0.177 -22.210 37.270 . . . 026 000 0 2822 0 0.060 5-2 10 . . 004 112 -0 -0 18.870 -137.500 63.770 0.467 73.420 0.043 0157 0042 -58.050 12.960 . . . 022 660 0 237 11 0 0.180 . . 3 159 910 200 33 -181 0.337 44.260 0.033 0030 0.009 -80.650 5.781 . . . 0 467 5-2 it 0.180 0.065 . . . 187 1-0 025 0 488 0 0.219 -167.000 -37.230 0.027 12.080 0.026 . 5-3 1 0.013 0.048 2.925 -94.980 -39.710 . 0.1 . . 0368 900 -135 510 -22 -0.028 11.360 04025 06622 5-3 2 0133 0107 -4610 -58.900 -13.830 0.047 5.464 380 072 10 0 0.019 020 0 0622 0.765 0.570 -20.470 . -66.280 . -9.162 -0.382 11950 00025 0.765 5-3 3 04207 0.167 -9309 -22.550 -06863 . . - . 0495 -17 160 451 5 146820 04027 754120 0.028 0.676 5-3 4 0206 0.141 78.121 140340 140530 00025 12.400 0.021 0.676 . 903 . 540 60 4 640 -0.175 9.311 0.031 0.678 5-3 5 0.218 0.150 -3.357 42.960 9.132 -0.043 96698 00022 0.678 0.548 -8. . 86 330 . 12 600 144 6.945 0.033 -0 0.623 5-3 6 04210 0134 -3.880 544930 12.160 -0.042 8204 0.023 04623 0.518 -96643 061 1 . 68 120 0 985 -0 . -0.101 -2.113 0.024 0.570 5-3 7 00310 09175 4.320 80.400 66617 4.059 - 40875 0.033 00503 0 189 00.428 086 0 . 8 952 . 340 33 . -4.948 -0.037 -26970 06018 0.524 5-3 8 0293 06134 13.930 51.860 -74697 -0.057 -4.620 00028 . 187 0 . 054 0 . 11140 . 951 1 -16.400 70.035 -10.130 0.014 0.488 5-3 9 0.281 04083 20.440 3.035 -25.520 -06054 -15.760 0.022 . 0 182 . 011 0 12 100 . 150 -35 -31.330 70.032 -17.900 0.010 0.448 5-3 10 01282 00017 18.830 -54.680 -48.740 -0.050 -27.850 0.016 . 354 0 . 125 0 . 2 608 . -76 550 -49.440 70.078 -30,090 0.012 0.393 5-3 11 0.283 -0.060 41856 -96.250 -51.190 -0.065 -30480 0.013 1 0 418 0 030 0 1 -23 270 . 900 -147 -54.400 70.600 10.300 0.075 0.351 5-q -0.080 -13.650 -89.460 -25.940 -0.354 81860 0.008 . 329 0 . 0029 . . 0274 5-q 2 -0.064 O -77.160 -57140 13.760 -0.352 15.600 0.010 . 5-q -0.078 -14.810 24.540 -0.322 12.800 114 326 1 0.01 0 01 5-4 -0.083 -15.670 15.540 -2.576 . -0 45 . 0 0 5-4 U -0.123 -9.819 44.800 -6.095 -0231 -43 . 5q -0.723 -9.818 62.250 -7.661 5-4 152 -4.11 69.400 11.140 5q -0.209 2.542 0 036 055 -0 156 -0 5.854 52.630 -15.940 -0.224 -12.710 0.020 -0.055 -0.211 9.955 87.680 -26.700 -0.362 -20.940 140 345 -21 0 . 024 0 . -04060 . -0.120 8.470 33.070 -16.730 -0.215 -12.830 0.013 -0.060 5-4 10 -0.068 -O.iJO 74190 55.000 -27.450 . 4 - 17 360 . 009 0 031 -0 -0 068 7.407 13.130 -12.630 -0.144 -10.530 0.005 -0.031 5.4 11 -0.031 -0.103 124350 21.820 -200750 . -04235 - 760 400 -90 07 . 018 0 . 2 659 . 160240 -1814800 -57.660 299.600 176.300 -152.600 0.029 2.659 6-1 1 1.767 9.883 -111.000 -34.140 184.000 . . 1 670 5 6 035 0 0 -2 112 180 23 -117.000 149.400 489.300 224.900 7113.200 0.058 -2.112 6-1 2 -1.377 14.170 -71.100 91.360 3024500 . 7 137.000 -6 0 . 049 0 6 0 727 . 350 27 140 -83 273.700 •128.800 70.780 -105.600 0.087 0127 6-1 3 0.358 16710 -506770 1660200 -720990 60.87 42760 . 060 0 . -1 576 . 550 26 . -55 390 360.800 -162.300 54.690 -93.530 04099 -1.576 6-1 4 -1.017 160220 -330910 219.600 -93.180 32.970 -52.630 . 066 0 0 -0 825 . 820 24 . -15 630 364.800 -90.640 26.840 -67.230 0.102 -1.059 6-1 5 -0.531 15.960 -10.050 234.500-58.270 17.250 -43.220 . 108 0 . 616 -0 . 13 970 . 520 17 217.900 -370900 116630 -34.430 0.065 -1.247 6-1 6 _1247 22.760 20.850 357.500 -72.490 19.890 -66.710 . 0 0 702 . 770 11 . 170 32 175200 -206210 8.492 -27.120 0.060 -1.368 6-1 7 -1.368 19.120 550470 2860600 -44.690 14.650 -56.050 0.099 . - 741 0 . 9 651 0 150 55 500 101 -3.515 60472 -20.210 0.049 -1.395 6-1 8 -14395 15.650 94.100 164.100 -17.640 11.070 -450300 950 531 -35 8 0.081 0 058 . - -00715 . 7765 9 816760 . A 1.660 17.960 40980 714.770 0.035 -1.323 6-1 9 -1.323 121590 139.000 -24.680 18.900 4 0 0 3 . 0 031 -0 639 149 6 113.900 -179.100 48.360 3.874 -12.190 0.019 -1.191 6-1 10 -1.191 9.970 193.400 -305.600 724310 0.33 6.486 - 900 640 -29 4 . 0 006 . -0.540 . 4.801 152.100 -421.500 91.290 2.946 -13.600 0.004 -1.052 6-1 11 -1.052 7.795 2580300 -714.300 748.700 . . . 0 002 316 -0 6 490 -236.800 -702.400 -200.700 3.369 -34.600 0.003 -0.316 6-2 1 -0.307 4.025 -138.900 -415.500 -114.700 1 24210 -17.980 700 707 -19 1 . 007 0 . -0.767 . 4.986 -165.800 -340.900 -123.900 2.623 -32.800 0.012 -0.167 6-2 2 -0.188 3.087 -974170 72.880 -203.800 . . 19 540 . 014 0 168 -0 4 966 -165.800 -59.080 -123.800 2.341 -32.550 0.025 068 - .1 6-2 3 -0.188 3.087 -97.170 -38.640 -72.830 . 1.388 - . 0 020 . -0 031 . 766 3 200 -106 '80.740 -65.990 1.694 -24.080 0.035 -0.031 6-2 4 -0.086 2.327 -62.230 43.540 -42.400 16032 -17.100 . 024 0 . 106 0 . 2 800 . 560 -58 150.300 -28.300 1.102 -11.600 0.042 0.106 6-2 07 1.729 -34.090 85.070 -22.890 7 0.709 -12.090 346 422 -6 0 . 0 026 . 0.225 9 2041 . . -18.240 168.800 -0.080 0.589 . 1.143 0.045 0.225 6-2 81 1.262 -10.190 8.155 97.070 . 6 . 0 043 136 0 900 0 110810 850440 4.704 0.177 -0.993 0.025 00325 6-2 7 25 1.446 32 18.570 146.800 23.120 0.154 11.860 970 224 18 0 . 0 036 . 0.172 . 0.618 34.340 526230 18.060 -0.031 3.123 0.021 0.410 6-2 70 0.981 55.960 88.570 45.080 . . - 20 670 . 0 026 185 0 400 0 60.120 -4.521 35.530 -0.211 4.832 0.015 0.288 64 76 0.621 98.430 -8.167 71.810 . -0.567 030 243 19 0 . 014 0 . 0 185 . 0.400 60.120 -106.700 35.490 0.104 3.887 0.008 0.288 6-2 76 0.621 98.430 -175.500 71.750 . . 4 370 . 003 0 . 170 0 231 0 91.070 -251.900 63.490 -0.136 2.605 0.002 0.264 6-2 19 04346 149.200 -417.200 114.400 . -0.068 1 . 002 0 . 0 797 . 177 0 -162.300 -422.900 -109.400 -0.786 2.425 0.003 0.687 6-3 37 0.108 -98.560 -254.400 -71.680 -0467 3215 . 9 . 0 820 . 036 0 -111 500 -173.900 -68.710 -0.885 -6.325 0.014 0.464 6-3 J 08 0.016 67.540 -102500 -44.380 -6528 887 477 -5 0 0.00 0 016 . 0.841 . -0.060 . 71540 -15.360 -38.930 -1.022 -7.993 0.026 0.742 6-3 90 •0.051 -43.190 -6.411 -24.120 . . - 888 2 . 023 0 851 0 -0 127 -40400 82560 -18.880 -1.155 -5.394 0.037 0.755 6-3 377 -0.104 -24.270 52.300 -70.410 . -0.527 - . 027 . 850 0 . 174 -0 -14.090 138.000 -1.783 -1.266 1.491 0.044 0.729 6-3 365 0145 -8.355 84.920 0.971 -0.568 2.267 . 29 . 850 0 . -0 774 090 -14 164.000 0.320 1.2211 0.046 0.729 6-3 365 -0.145 -8.355 100400 0.306 0.119 2.068 223 1 0300 0.0 044 0 . 354 0 . -0. 179 . 6.248 85. 190 12.500 0.072 8.133 0.027 0.723 -3 841 -0 211 10.210 140.300 16.420 0. 0 . 0 037 . 0 345 -0 209 2020 0.037 14.170 0.022 0.714 6-3 829 0.243 34.920 85.180 38.750 0.137 19.90 370 070 28 0 . 0026 . 0345 . -0235 37.670 -4.491 44.210 0.016 19.250 0.016 0.711 6-3 826 -0.272 62.910 -6.647 69.290 . . 570 014 0 361 0 -0 256 58.990 -90.160 74.660 0.014 20.340 0.008 0.731 3 851 -0.292 98.840 -149.100 120.900 0 0.038 30. 260 169 18 0 . 003 0 . 0.406 . -0.269 89.740 -226,100 136.700 0.083 12.650 0.002 0.801 6-3 11 0.936 -0.302 150.600 -376.300 225.70 . . 662 . 002 0 0448 70 474 -150.700 -375.900 -207.000 70.241 -6.157 0.003 0.205 6-4 1 .0.205 -0.341 -90.110 -225.900 -122.900 -0.113 -2. . 0 009 0 554 . 538 70 420 -99 -155.000 -107.100 -0.490 -22.040 0.015 0.261 6-4 2 0.261 -0.375 -59.630 -93.920 -63.770 -0.225 -12.490 . 7 . 6 . 599 -0 . -66 110 -17.130 -61.450 -0.578 -24.950 0.029 0.295 6-4 3 0.295 -0.407 -39.770 -11.270 -36.790 -0.268 -14.570 0.01 . 666 -0 . -42 330 590 74 -37.860 -0.678 -21.220 0.042 0.315 6-4 4 0.315 -0.442 725.550 43.910 -22.060 -0.289 -12.590 0.025 31 0 6 . -0756 . -23 31 . 135.800 -22.22 -0.619 -14.950 0052 0326 6.4 5 0.326 -0.490 -14.140 80.870 -13.620 -0.286 -9.016 016 9 0.0 034 0 . -0756 . -23.310 177.200 -2 0.548 -14.950 0.057 0.326 5-q 6 0.32-0490 14140 106000 -13.610 . 0.293 - . 034 0 1 -0 880 -6.338 184.600 -7.876 0.615 -6.820 0.057 0.334 B-4 7 tl.334 -0.558 -3.938 110.700 -5.068 0.343 -4.260 014 7 3 . 057 0 . 065 6.127 102.900 4.906 0.444 1.581 0.031 0.345 6-q 8 0.679 -1.046 10.370 171.500 8.723 . 0.76 . 040 0 077 17040 81.280 18.300 0.642 8.185 0.024 0.363 6-4 9 0.704 -1.257 28.480 35.200 30.900 1.078 14.030 . 0 025 915 -0 120 30 42.190 38.550 1.003 14.260 0.015 0.376 6-4 10 0729 -1.502 50.200 70.080 64.350 1.669 24.130 . 0 006 . 049 -1 . 47 390 -22.120 73.180 -1.528 18.190 0.003 0.366 6-4 71 0.734 -1726 78.840 -36.840 121.400 2.583 30.430 . 1 184 . -2 601 . 640 -58 66.390 -68.340 11.680 -39.500 0.026 0.742 7-7 1 0.742 -1.577 -35.520 40.240 -41.720 7.090 -24.150 0.016 044 0 . 828 -0 . 444 -9 . -30.000 156.500 -57.580 32.060 -40.240 0.073 -0.496 7-1 2 -0.496 - -5.736 -18.150 94.790 -35.150 19.470 -24.560 90 480 -26 4 . 068 0 0 . -3.911 . -14.570 -11.020 184.50 0 -74.330 40.310 -44.230 0.112 -2.376 7-1 3 •2.376 -8.853 -6.637 111.700 -45.190 . . 2 75 . 143 0 0 -3 784 -11 310 2.285 85.09 0 -50.580 21.510 -27.120 0.067 -3.784 7-1 4 -6.215 -18.60 0 3.699 740.900 -83.420 35.430 -45. 5 . 17 0 . 092 0 -4 . -13 400 4.837 31.28 0 -42.70 0 - 13.620 -18.150 0.103 -4.092 7-1 5 -6.711 -22.03 0 7.927 52.460 -70.610 22.450 -30.1 . 0 0 11 . 374 8 -5 . 250 -25 -4.72 9 -11.98 0 1.262 8.435 5.791 0.19 5 -3.281 7_1 6 -3.281 -15.37 0 -2.506 -7.906 0.99 6 5.081 3.73 50 200 -149 22 . 7 20 0 0 . 9 2.37 . 3 -16.340 9.201 40.32 0 -146.20 0 13.490 -90.670 0.127 2.373 7-2 1 3.877 -26.85 0 15.16 0 67.590 -240.90 . . 0 . 0 20 29 8 2 610 6 -21 09 0 4 48.54 0 -111.50 0 36.020 -60.960 0.16 9 1.837 7:2 2 2.713 -26.33 0 0.207 60.280 -736.70 0 44.010 -74.46 51 740 18 33 . 0 74 0 0 . 7 4.08 . 5 -27.87 . 0 -13.03 0 99.35 0 61.24 0 55480 29.880 0.24 3 - 2.505 7-2 3 2.505 -16.97 0 -7.96 4 59.810 37.56 . . 0 7 . 15 0 0 88 6 0 0 -23 41 0 -16.23 0 164.00 0 156.50 0 36.720 112.900 0.25 6 0.559 7-2 4 0.559 -14.27 0 -9.93 0 99.180 95.77 0 22.330 69.0 01 810 95 3 . 0 0 15 . 18 9 1 . 5 -22.66 0 -12.23 0 265.50 0 220.90 0 55.550 155.300 0.26 2 0.741 7.2 5 0.741 -13.82 0 -7.51 5 161.100 135.10 . 0 3 . . 0 22 . 39 6 -2 1 -11 07 0 0 00 4 229.10 0 167.40 0 14.070 130.600 0.20 8 -1.754 7-2 6 -2.526 -12.25 0 0.30 1 250.700 180.70 0 15.770 141.10 40 690 142 6 . 0 23 0 0 . 8 -2.16 . 2 -5.27 . 6 11.98 0 153.00 0 120.90 0 10.180 87.350 0.14 5 -2.162 74 7 -3.565 -8.61 7 19.90 0 250.900 197.00 . 0 1 . 09 3 . 0 0 21 0 -2 44 5 1 02 1 17.22 0 97.44 0 74.88 0 -12.720 57.350 0.12 8 -4.009 7-2 8 -4.009 1.71 4 28.54 0 158.500 120.80 . 0 -20.890 9 02 970 22 30 . 17 0 0 . 6 -1.00 . 2 3.32 0 19.52 0 18.70 0 27.48 0 -18.880 13.840 0.10 7 -1.621 7.2 9 -1.621 5.46 0 32.34 0 28.030 43.35 . . 0 - 80 7 . 14 0 0 1 3 18 84 3 5 5 14.43 0 -40.37 0 -87.32 0 -25.950 -43.860 0.08 6 5.289 7-2 10 5.289 9.56 6 24.05 0 -71.180 -145.00 1. 0 -42.370 - . . 4 87 , 36 0 6 7 5 53 5 -77.25 0 -129.40 0 -21.080 -85.110 0 .07 0 8.114 7-2 11 8.714 10.38 0 8.97 8 -734.100 7211.50 0 -34.220 -137.30 0 0.11 . 6 . . 5t2b Vail's Front Door Spa Lid Design Strip Forces Max P Max P Max P Max P Max p Max p Max P Min P I.P. Min P Min P Min P Min P Min P Min P Min P ID Section Axial I V Bending Torsion Dphm. Twist (kip- Deflection Shear A'al Vertical Bending Torsion Dphm. Twist (kip- Deflectio n (Kips) (Kips) (kip-1t) (kip-ft) Bending 1t) finches) (Kips) (Kips) (Kips) (kip-tp (kip-if) Bending it) (inches) 5-1 1 -3.570 -18.960 39.090 171.500 -9.648 171.000 00036 74.630 .6.051 -25.950 47.280 305.800 -13.860 090 2 192.100 142 000 0.054 0 065 5-1 2 -76397 -74.420 68.700 82.800 6.968 85.270 0.042 9.063 .12.370 -19.480 76.620 161.500 1 . . 81 150 . 076 0 5-1 3 -8.250 -7.467 690890 36.720 54546 504790 06048 5.247 -13.710 -9.136 67.100 59.980 6.541 . 40 . 0 087 5.1 373 4 -9 04605 76.410 27.310 3.970 17.220 04053 3.586 -15.490 5.590 69.520 36.460 3.568 15.0 . 096 0 5 1 . 5 -8 600 373 2 71.740 721.180 7.115 -19.710 0.058 .0.073 -14.050 5.208 606020 -66.920 8.832 -62.430 . - . 133 6 .7 . 743 2 70.770 -84.490 7.380 -56.060 0.061 -20598 -11.500 1.604 71.600 -199.500 9.531 -139.500 0.105 5-1 5 1 . 7 -5 908 . 7 925 620 52 -90.290 8.962 -82.570 0.063 -2.895 -9.495 10.140 47.670 0 12.980 -1.900 0.113 - . 8 -5 721 . 012 9 . 64 960 -133.800 4.025 -93.290 0.065 -3.531 -9.096 8.047 98.300 0 5.047 -213.800 0.119 5-1 . 9 -4 487 . 11 000 . 210 55 -145.800 3.950 -89.960 0.065 •3.531 -7.054 11130 106.700 0 5.342 -203.800 0.125 5-1 . 425 10 3 . 787 5 . 41 480 -129.600 35 -87.120 -5.328 9.002 64.530 0 27 5.810 -135.500 0.102 5-1 5-1 . 11 . 3.206 . 31.000 84.080 3443 2.700 -3.961 4.987 48.230 R 0 5.356 689 .540 -48 980 0.101 0 100 5-2 1 -2 592 1 8.434 26.240 450 729 0.064 -2.673 -4032 13120 40.810 0 2. . . 0 098 5 2 . 2 -1 866 864 3 28.610 100 1.646 0.698 0.063 -2.211 -2.902 6.011 44.500 0 2.560 1.085 . - 5 2 . 303 3 -1 . -0 123 42.090 40.370 1.607 28.400 0.061 786 -2.027 -0.192 66.720 10 2.499 44 4 170 770 0095 - 2 $ . 883 4 -0 . 014 0 58.350 71.270 1.517 47.540 0.058 -1.412 -1.373 0.022 90.760 0 2.359 73.950 0.090 5 - . 5 -0 566 . 248 9 723200 157.000 1.640 113.100 0.093 -1.102 -0.899 5.447 101.300 0 2.141 84.870 0.08 5-2 5 2 . 6 -0 309 . 820 10 96.820 157.800 1.407 113.600 0.083 -0.841 -0.563 50467 90.570 114.600 1.864 83.310 0.077 - 5 2 4 7 -0 139 . 220 19 $1.770 143.000 1.142 113.400 0.071 -0.771 -0.332 140260 784300 107.200 1.564 78.430 0.068 - 5 2 . 140 8 -0 . 960 21 100730 140.000 0.345 108.900 0.058 -0.623 -0.330 190050 230960 91.530 0.476 71.290 0.058 - 5 2 . 9 -0 044 . 680 22 -570300 105.800 0.364 91.220 0.045 -0.434 -0.172 21.120 -34.540 570980 0 472 54.210 0.049 - 0 010 10 0 . 15 490 100 -118 59.450 0.371 66.080 0.034 -0.245 -0.065 156490 -90.300 20.16Q 0.445 34.230 0.040 5-2 5 2 . 065 11 - 0 . 3.159 . -181.200 334910 0.337 44.260 0.033 -0.030 0.009 2.009 -80.650 5.781 0.237 11.660 06022 0 - 5 3 . 220 1 0 378 -0 -177.100 -41.490 0.049 71.980 0.029 0.047 0.047 1.849 -78.120 -32.610 0.070 -0.011 0.02 - . 2 0368 0 900 -11 -135.900 -22.510 -0.028 11.360 06025 0.133 0.107 4.610 -58.900 713.830 0.047 5.464 0.019 5-3 3 0 570 . 470 -20 -664280 -9.162 -0382 13.950 0.025 0.207 0.167 -9.309 -22.550 -0.863 -0.072 10.380 0.020 5-3 . 4 0 495 . -17 160 451 5 144820 06027 15.120 0.028 04206 04141 -8.121 14.340 14.530 0.025 121400 0.021 5-3 5-3 . 5 0 548 6 -8.903 . 60.540 4.640 -0.175 9.311 00031 00218 0.150 73.357 42.960 9.132 -0.043 9.698 0.022 23 5 3 . 518 6 0 .9.643 86.330 12.600 -0.144 6.945 00033 0.210 0.134 -3.880 54.930 12.160 -0.042 8.204 0.0 21 - 3 5 . 466 7 0 1 987 85.350 0.433 -0.113 -1.068 0.031 06199 0.112 2.777 51.690 4.254 -0.038 3.134 0.0 18 - 3 5 . 401 8 0 . 12 750 57.650 -130.830 -0.092 -10.410 0.027 0.789 0.086 8.952 33.340 -4.948 -0.037 -2.970 0.0 - 3 5 . 325 9 0 . 20 090 7.004 -32.160 -0.075 -21.540 0.022 0.181 0.054 13.140 1.951 -16.400 -0.035 -10.130 0.014 - 3 5 4 10 0 234 . 16 540 -48.190 -54.790 -0.070 -32.960 0.016 0.205 0.003 15.340 -44.350 -35.090 -0.033 -19.640 0.011 - 3 : 127 17 0 . 758 2 -88.000 -58.410 -06088 -35.530 01014 00219 -0.062 41606 -77.170 -36.220 -0.049 -21.410 0.009 5- 4 1 057 i 0 . 720 -18 -112 100 -45.750 -0 482 7.346 0.012 0.309 -0.125 -21.230 -139.200 -40.360 -0.550 13.780 0.013 5- 4 1 2 0 050 . 440 -22 . -70 360 11.360 -0.458 16.640 0.015 0.255 -00099 -260690 -88.890 21.400 -0.548 24.260 0.016 5- . 3 0 019 . 170 -19 . -18 700 28.870 -0.452 13.920 0.021 0.212 -0.121 -23.040 -28.390 38.170 -0.500 19.910 0.022 5-q 4 . 4 0 013 . 890 -19 . 730 25 -4.568 -0.520 -0.336 0.027 0.191 -0.128 -24.380 24.170 -4.006 -04507 1.732 0.030 5- 4 5 . 5 -0 061 4 340 -12 . 62.640 -8.408 -0.376 -6.281 0.033 0.101 -0.192 -15.270 69.690 -9.482 -0.359 -6.759 0.037 - 4 5 . 061 6 -0 . 340 -12 840760 -10.380 -0.127 . -5.677 0.037 00101 -0.192 -15.270 96.830 -11.920 -0.148 -64091 0.041 . q . 119 7 -0 . 952 •4 93 370 -14.620 70.173 -10.850 0.038 0.026 -0.237 -6.398 108.000 -17.340 -0.205 -12.610 0.042 5- 4 . 154 8 -0 4 104 2 0 87.650 -17.550 -0.287 -14.570 0.035 -0.038 - -0.257 2.045 102.000 -20.950 -0.264 -17.190 0.039 5- . 156 9 -0 . 854 5 630 52 -15.940 -0.224 -12.710 06020 -00085 -0.243 9.107 81.870 -244790 -0.348 -19.770 0.032 5-4 A . 120 10 -0 . 470 8 . 33 070 -16.730 -0.215 -12.830 0.013 -0.093 -0.186 13.180 51.440 -264020 -0.334 -19.960 0.021 S . 11 -0 068 . 407 7 . 13 130 -12.630 -0.144 -10.530 0.005 -00049 -0.105 11.520 20430 -19.640 -0.224 -16.380 0.007 5-4 6-1 . 1 16.240 . -181.800 . -57.660 299.600 176.300 -152.600 00029 10767 90883 -111.000 -34.140 184.000 107.400 000 7 -90.760 670 65 0.018 0 035 6-1 180 2 23 -717.000 149.400 489.300 224.900 -113.200 0.058 -1.377 14.170 -71.100 91.360 302.500 13 . . - 70 0 049 0 6 1 . 350 3 27 -83.140 273.700 -128.800 701780 -105.600 00081 0.358 160710 -500770 166.200 -72.990 42.760 -60.8 . 060 - 1 6 . 550 4 26 -55.390 60.800 3 -162.300 54.690 -93.530 0.099 -1.017 16.220 -33.910 219.600 180 32.910 -52.630 0. 66 - 1 . 080 5 26 -15 440 385.800 -105.600 290040 -79.580 0.108 -0.531 15.960 -100050 234.500 -58.270 17.250 -43.220 0.0 6- 1 . 760 6 22 . 20 850 357.500 42.490 19.890 -66.710 0.108 .0.616 13.970 . 11.520 217.900 -37.900 11.630 -34.430 0.065 6- . 120 7 19 . 55 470 600 286 -44.690 74.650 -56.050 0.099 -0.702 11.770 32.170 175.200 -20.210 8A92 -27.120 0.060 6-1 1 . 650 8 15 . 94 100 . 164.700 -17.640 110070 -45.300 0.081 -0.741 9.651 55.750 107.500 -3.515 6.412 -20.210 0.049 6- 1 . 590 9 12 . 139 000 -241680 18.900 8.531 -35.950 00058 -09715 7.765 81360 -11.660 17.960 46980 -14.770 0.035 6- 1 . 970 10 9 . 400 193 -305.600 72.310 6.486 -30.330 0.031 -0.639 6.149 1130900 -1790100 48.360 3.874 -12.190 0.019 6- 1 . 11 7 795 . 300 258 -714.300 148.700 4.640 -29.900 0.006 -0.540 4.801 152.100 -421.500 91.290 2.946 -130600 04004 6- . 1 6 490 . 800 .236 -702 400 -200.700 3.369 -34.600 0.003 -00307 4.025 -138.900 -415.500 -114.700 2.210 -17.980 0.002 6-2 . 986 2 4 . 800 -165 . .340 900 -123.900 24623 -32.800 00012. .0.188 30087 -97.170 -203.800 -72.880 1.707 -19.700 0.007 6-2 6 2 . 986 3 4 . -1654800 . -59.080 -123.800 20341 -326550 0.025 -0.188 3.087 -970170 -38.640 .72.830 1.388 -194540 0.014 20 - 2 6 . 766 4 3 -106.200 80.740 -65.990 1.694 -2444080 0.035 -0.086 20327 -62.230 43.540 -42400 1.032 -170100 0.0 24 - 6 2 . 800 5 2 -58 560 1504300 -28.300 1.102 -11.600 0.042 0.007 1.729 -34.090 856070 -22.890 0.709 -12.090 0.0 - . 041 6 2 . -18 240 800 168 -0.080 0.589 1.143 00045 04081 1.262 -10.190 97.070 -8.155 0.422 -6346 0.026 6-2 . 446 7 1 . 18 570 4 146 800 21120 0.154 11.860 0.043 0.136 0.900 11.810 85.440 4704 0.177 -04993 0.025 6.2 4 981 8 0 . 55 960 . 88 570 45.080 -0.224 18.970 0.036 0.172 0.618 34.340 52.230 180060 -04031 3.123 0.021 6-2 0 622 9 0 . 93 570 . -7 033 55.260 -0.328 7.$17 0.023 0.165 0.400 60.120 -4.521 350530 -0.211 4.832 0.015 6-2 . 10 0 622 . 93 510 . 000 -166 55.210 0.162 6.047 0.013 0.185 0.400 60120 -1066700 35.490 0.104 3.887 0.008 6-2 . 359 11 0 . 741 700 . -3914900 98.770 -0.212 4.052 0.003 0.170 0.231 91.070 -251.900 63.490 -0.136 2.605 0.002 6-2 . 781 1 0 . -140 800 -368.000 -93.570 -0.676 3.242 0.002 0.620 0.102 -134.400 -345.800 -98.180 -0.651 -4.577 0.002 6-3 . 2 0 056 . 510 -80 -1234300 .52460 -0.520 -7.604 01010 0.579 -0.014 -92.090 -1380700 .604960 -09600 -94078 0.012 6-3 . 031 3 -0 . 110 -62 -141560 -33.370 -00918 -61570 0.022 0.554 -0.099 -58.910 -7.733 -33.390 -06651 -84258 0.022 6-3 . 090 4 -0 . 090 -35 570 70 -160300 -10039 -4.595 0.031 0.538 -0.165 -33.120 72.270 -14.710 -0.722 -4.219 0.031 6-3 6 5 -0 126 . -11 300 1 109.700 -2.707 -1.077 06735 0.035 0.568 -0.226 -13.000 1324100 10511 -06883 30527 0.042 6-3 . 126 6 -0 . -11 300 730.600 -3.007 0.281 06539 0.037 0.568 -0.226 -13.000 156.100 0.476 0.185 3.217 0.045 6-3 4 7 -0 151 . 124 8 111 900 12.250 0.199 7.594 0.035 0.550 -0.279 9.719 132.500 19.450 0.113 12.650 0.042 6-3 6 3 . 173 8 -0 . 920 27 . 68.100 30.060 0.125 15.180 0.029 0.537 -0.325 _ 32.690 79.700 40.550 0.058 22.040 0.035 - 6 3 . 9 -0 193 . 350 50 -5.150 54.550 0.065 21.960 0.021 0.536 -0.365 58.600 -6.987 68.780 0.024 29.950 . 0.025 3 - . 10 -0 207 . 180 79 -179.000 96.000 0.034 23.790 0.011 0.561 -0.397 91.770 -140.300 116.100 0.021 31.640 0.01 6-3 . 212 11 -0 . 120 700 -300.900 180.100 0.141 14.050 0.002 0.631 -0.419 139.600 -351.700 212.700 0.129 19.680 0.003 6-3 4 . 341 1 -0 . -90 110 -225.900 -122.900 -0.113 -2.662 0.002 0.318 -0.531 -140.200 -351.300 -191.300 -0.176 -4.141 0.003 6 4 . 375 2 -0 . -59 630 -93.920 -63.770 -0.225 -12490 0.009 0.406 -0.583 - -92.750 -146.100 49.190 -0.350 -19.430 0.014 6- 4 . 407 3 -0 . -39 770 -11.270 -36.790 2.268 -14.570 0.017 0.459 -0.633 -61.860 -17.530 -57.230 -0.417 -22.660 0.027 6- . 442 4 -0 . -25 550 910 43 -22.860 -0.289 -12.590 0.025 0.490 -0.688 -39.750 68.300 .35.560 -0.449 -19.580 0.039 6-4 . 490 5 -0 5 . 140 -14 . 80 870 -13.620 -0.286 -9.016 0.031 0.507 -0.763 -22.000 125.800 -21.180 -0.445 -14.030 0.048 6-q 4 . 490 -0 . 140 -14 . 106.000 -13.610 0.293 .9.016 0.034 0.507 -0.763 -22.000 164.900 -21.170 0.456 -14.020 0.053 6- 6 4 . 7 -0 558 . . 938 -3 110.700 -5.068 0.343 -4.260 0.034 0.665 -0.880 -6.338 184.600 -7.876 0.615 -6.820 0.057 . . 651 8 -0 . 127 6 102 900 4.906 0.444 1.581 0.031 0.679 -1.046 10.370 171.500 8.723 0.767 3.014 0.051 6-4 . 771 9 -0 . 040 17 . 81 280 18.300 0.642 8.185 0.024 0.704 -1257 - 28.480 135.200 30.900 1.078 14.030 0.040 6-4 . 915 10 -0 . 120 30 . 42 190 38.550 1.003 14.260 - 0.015 0.729 -7.502 50.200 70.080 64.350 1.669 ' 24.130 0.025 6-4 . 11 -1 049 . 390 47 . 120 -22 73.180 7.528 18.190 0.003 0.734 -1.726 78.840 -36.840 121.400 2.583 30 430 0.006 6-4 . 1 -1 577 . 520 -35 . 40 240 -41.720 7.090 -24.150 0.016 1.184 -2.601 -58.640 66.390 -68.340 11.680 -39.500 0.026 7_7 . 736 2 -5 . -18 150 . 94 790 -35.150 19.470 .24.560 0.044 -0.828 -9.444 -30.000 156.500 -57.580 32.060 -40240 0.073 7-1 . 3 -8 853 . 637 -6 . 111.700 -45:190 24.480 -26.900 0.068 -3.911 -14.570 711.020 184.500 -74.330 40.310 -44.230 0.112 7-1 . 4 -11 310 . 285 2 85 090 -50.580 21.510 -27.720 0.087 -6.215 -18.600 3.699 140.900 -83.420 35.430 -45.750 0.143 7.1 1 . 400 5 -13 . 4 837 . 31.280 -42.700 13.620 -18.150 0.103 -6.711 -22.030 7.927 52.460 -70.610 22.450 -30.150 0.170 7- . 370 6 -15 . 506 -2 -7.906 0.996 5.081 3.737 0.118 -5.374 -25.250 -4.129 -11.980 1.262 8.435 5.791 0.195 7-1 . 340 1 16 . 201 9 40 320 -146.200 13.490 -90.670 0.127 3.877 -26.850 15.760 67.590 -240.900 22.200 -149.500 0.209 7-2 - . 520 . 0 107 . 310 39 460 -90 29240 -49.270 0.138 2.989 -28.780 0.200 65.820 -149.300 48.080 -81.470 0.227 7-2 2 -17. 970 3 -16 . 964 -7 . 810 59 . 37.560 33.740 18.510 0.147 4.085 -27.870 -13.030 99.350 67.240 55.480 29.880 0.243 7-2 . 4 -14 270 . 930 •9 . 99.180 95.770 22.330 69.070 0.156 0.880 -23.410 -16.230 164.000 156.500 36.720 112.900 0.256 7-2 . 820 5 -73 . -7 515 161 100 135.100 33.810 95.010 0.159 1.185 -22.660 -12.230 265.500 220.900 55.550 755.300 0.262 7-2 . 449 6 -8 . 050 0 . 172,900 126.000 10.770 98.320 0.157 -2.908 -13.830 0.273 284.400 205.500 17.710 160.500 0.257 7-2 . 276 7 -5 . 11 980 153.000 120.900 10.180 87.350 0.145 -3.565 78.677 19.900 250.900 197.000 16.690 142.400 0.238 7.2 . 8 1 714 . 540 28 500 158 120.800 -20.890 93.090 0.210 •2.445 1.021 - 17.220 97.440 74.880 -12.720 57.350 0.128 7-2 . 460 9 5 . 340 32 . 28.030 43.350 -30.970 22.020 0.176 -1.002 3.320 19.520 18.700 27.480 -18.880 13.840 0.107 7-2 . 566 10 9 . 050 24 -71 180 -145.0 0 -42.370 -71.800 0.741 3.183 5.845 14.430 -40.370 -87.320 -25.950 -43.860 0.086 7-2 7-2 . 11 10.380 . 8.978 . -134.100 -211.500 -34.220 -137.300 0.116 4.870 6.367 5.535 -77.250 -129.400 -21.080 -85.110 0.070 51Z:~ Vail's Front Door Spa Lid Design Strip Forces ID Section Max M I.P. Shear (Kips) Max M Axis l (Kips) Max M Vertical (Kips) Maz M Bending (kip-it) Max M Torsion (kip4t) Max M Dphm. Bending Max M Twist (kip- ft) Max M Deflection (inches) Min M I.P. Shear (Kips) Min M facial (Kips) Min M Vertical (Ki s) Min M Bending (kip-ft) Min M Torsion (kip-ft) Min M Dphm. Bending Min M Twist (kip- ft) Min M Deflection (inches) 7-3 1 2.894 0.505 -8.509 -84.860 40.960 -5.423 50.410 0.063 4.871 0.705 -15.360 -140.500 76.160 -80606 91.170 0.105 7-3 2 3 402 0.559 -21.490 -24.460 64.790 -5.686 47.390 0.060 5.293 0.869 -33.440 -38.040 100.800 -8.845 73.720 0.093 7-3 3 4.606 -04330 -9.007 52.830 50.990 -4.051 57.560 0.092 3.439 0.408 -10.680 20.780 42.170 -5.228 39.580 0.070 7-3 4 3.414 -1.068 6.825 57.430 690290 -2.735 40.880 06097 1.943 -0.623 1.707 32.390 36.610 -2.084 17.700 0.058 7-3 5 -1.763 -7.196 11.880 74.810 20.960 100630 23.940 0.093 -1.106 -4.511 4.288 46.350 -3.832 60329 70795 0.056 7-3 6 -2.415 -9.954 10.160 73.650 -0.179 12.220 0.762 0.081 -1.552 -6.399 6.533 470350 -0.115 7.859 0.490 0.052 7-3 7 -1.364 -9.837 12.290 61.950 -9.229 5.051 -10.110 06070 -0.877 -6.324 7.901 39.830 -5.933 3.247 -6.502 0.045 7-3 8 0.100 -10.520 18.950 50.890 -31.020 8.984 -20.600 0.054 0.064 -6.761 12.180 324710 -19.940 5.776 -13.240 0.035 7-3 7-3 9 10 0.235 0.123 -7.019 -3.251 18.300 14.880 13.250 -19.620 -35.840 400260 5.047 1.084 -24.150 -194050 0.028 0.007 -0.069 -0.263 -5.670 -34880 30.280 31.250 -9.020 -634680 -65.860 -100.700 3.227 0.079 -37.880 -434770 0.027 0.005 7-3 11 0.729 -0.565 -2.055 -7.249 -4.641 -1.062 -10.640 -0.007 1.223 -1.155 -6.507 -19.190 -8.933 -1.515 -26.210 -0.018 e-1 1 -1.337 0.130 87.510 0.748 -52.780 0.602 146.200 -0.010 -1.241 0.123 37.260 -4.618 -32.550 0.636 564790 -0.011 8-1 2 -0.919 0.088 310700 -6.443 -250880 0.366 49.370 -00008 -1.528 0.151 90.520 -11.230 -55.180 0.514 152.800 -0.011 8-1 3 -06918 0.088 31.600 -10.200 -254420 0.255 50.010 -0.007 -1.526 0.151 90.260 -21.920 -51890 0.331 154.600 -0.010 8-1 4 -0.917 0.088 31.510 -13.970 -24.960 0.145 509640 -0.007 -1.524 0.151 90.000 -32.630 -52.610 0.147 1564300 -0.009 8-1 5 -0.916 0.088 31.410 -17.680 -24.490 0.035 51.280 -0.006 -1.522 0.151 89.730 -43.200 -51.300 -0.035 158.100 -0.008 8-1 6 70.915 0.088 31.320 -214390 -24.040 -0.075 51.910 -0.006 -1.520 06151 89.470 -53.750 -50.010 -0217 1590900 -0.007 8-1 7 -0.914 0.088 316230 -25.060 -23.570 -0.184 52.550 -0.005 -1.518 0.151 89.210 -64.220 -48.690 -0.398 161.600 -0.007 8-1 8 -0.913 0.088 31.130 -28,710 -23.110 -0.293 53.190 -0.004 -16516 0.151 88.940 -74.610 -47.420 -0.579 163.400 -0.006 8-1 9 -0.912 0.088 31.040 -32.360 -22.640 -0.403 53.820 -0.004 -1.514 0.151 88.680 -84.990 -46.090 -0.760 165.100 -0.005 8-1 10 -0.911 0.087 30.950 -35.960 -22.180 -0.511 54.460 -0.003 -1.512 0.151 88.420 -95.250 -44.800 -0.940 166.900 -0.004 8-1 11 -0.910 00087 31.800 -39.610 -20.380 -04620 56.280 -0.003 -1.510 0.151 89.610 -105.600 -41.450 -1.119 172.300 -0.003 8-2 1 -2.397 -0.809 -75.390 -24.400 126.000 -44913 22.320 0.010 -3.339 -1.475 -190.000 -55.900 306.700 -7.839 68.800 0.020 8-2 2 -2.914 -0.920 -86.870 127.100 306.400 -7.515 135.100 0.060 -1.827 -0.572 -396010 58.200 1020200 -5.241 42.320 0.030 B-2 3 -0.238 0.015 -50.620 189.800 166.300 -4.631 141.200 0.090 00044 -0.081 -23.090 92.840 49.740 -3.462 . 43.250 0.046 8-2 4 10342 -0.839 -30.730 218.400 172.700 -6.554 133.000 0.114 1,082 -0.741 -13.830 117.400 544290 -4.731 40.180 0.059 8-2 8-2 5 6 3.373 4.541 -1.608 -2.266 -10.430 2.533 216.900 197.000 147.100 121.400 -7.126 -5.143 120.600 108.100 0,124 0.124 2.302 2.949 -1.251 -1.632 -3.648 3.298 124.400 1166500 459160 38.290 -4.950 -3.477 36.800 34.550 0.065 0.066 8-2 7 4.932 -2.969 19.110 166.000 103.400 -3.601 93.160 0.115 3.117 -2.018 13.010 101.100 34.170 -2.372 31.870 0.061 8-2 a 4.066 -4.025 39.470 126.300 83.820 -2.738 77.710 0.097 24521 -2.602 25.200 76.690 31.040 -1.620 284930 0.052 8-2 9 2.769 -4.587 830430 57.060 30.290 -4.318 570660 00066 2.145 -3.953 68.360 27.610 19.720 -3.210 34.850 0.046 8-2 10 -06213 -2.691 101.100 -101.400 -1.653 -1.777 33.820 0.022 -06303 -4.376 173.500 -172.500 7.050 -3.091 69.170 0.040 8-2 11 -19083 -2.222 1504600 -366.900 75.080 -6.403 41.100 0.007 -1.763 -3.657 258.200 -630.800 137.500 -0.888 78.420 0.012 8-3 1 2.488 -06994 -142.400 -388.400 -26247 1.441 -15.050 0.009 3.991 -1.273 -240.500 -670.600 -3.996 2.340 -256330 0'014 6-3 2 0.827 -2.271 -85.070 -121.100 -25.300 -04303 -12.940 0.037 1.325 -3.439 -143.400 -216.900 -43.120 -0.600 -22.100 0.059 8-3 8-3 3 4 -0.777 -4.730 -4.370 -4.579 -86.560 -54.100 58.000 202.000 4.531 9.539 -2.338 0.108 -16671 14.720 0.107 0.157 -0.500 -2.877 -2.809 4899 -55.650 -31.980 37.290 126.600 2.913 6.375 -1.503 0.153 -1.074 9.305 0.069 0.097 8-3 5 -7.668 -3.386 -27.060 311.800 31.370 -3.477 32.050 0.190 4.669 -2.154 -15.790 191.700 19.770 -2.057 19.810 0.117 8-3 6 -8.739 -3.426 -00507 368.300 34.800 -4.626 32.280 0.205 -5.312 -2.166 0.197 224.900 21.480 -2.760 19.930 0.126 8-3 7 -8.480 -2.329 34.140 380.800 26.220 1.004 27.250 0.200 -5.147 -1.489 21.090 231.700 16.200 0.637 16.840 0.122 8-3 8 -7.175 -1.815 684010 308.800 16.44b -6.744 17.680 0.174 -4.348 -1.176 41.600 1874300 10.260 -4.075 10.980 0.106 8-3 9 -4.792 -2.102 124.000 164.300 15.620 -5.719 1978 04130 -2.890 -1.353 75.520 999120 9.671 -34462 2.598 0.080 8-3 10 -0.934 -1.981 118.100 -111.100 -39.440 -8163 -2.485 0.045 -1.586 -3.125 194.200 -181.100 -65.080 -13.420 -4.286 00073 8-3 11 0.288 -20392 1780400 -475.300 -17.070 -7.428 -4.819 0.012 0406 -3.798 293.500 -780.100 -27.960 -12.240 -7.918 0.020 84 1 2.417 -0.556 -164.800 -476.900 -9.026 -11.570 -16.580 0.003 3.974 -0.943 -271.600 -784.300 -15.600 -19.080 -27.890 0=9 8-4 2 26873 -0.470 -103.300 -101.600 -6.103 -9.030 -21.270 00015 4.720 -0.797 -170.200 -165.800 -10.570 -146890 -35.440 0.025 84 3 5.563 -0.314 -97.160 148.200 -16.960 -8.736 -33.910 0.042 3.387 -0179 -59.000 89.050 -10.080 -5.285 -206410 0.025 8-4 4 6.289 0.280 -34.990 261.400 -0.038 4.609 -25260 0.048 31832 0.179 -21.310 157.900 0.102 -2.776 -15.230 0029 8-4 5 6.531 0.715 11.930 213.000 -11.540 -2.856 -15.220 0.038 3.986 0.443 7.129 128.800 -6.900 -1.709 -9.186 09023 8-4 6 5.313 -0.026 65.810 280380 -51.090 -2.390 -2.035 0,015 3.235 -0.013 39.770 17.190 -30.880 -1.436 -1.241 0.009 9-1 1 -0.621 04104 -22.130 47.560 84.160 0.352 84.480 0.357 -0.410 00067 -69689 11300 43.740 0.264 44.050 0119 9-1 2 -0.611 04103 -22.030 52.940 82.860 0.180 83.420 0.351 -0.404 0.067 -66653 14.980 43.280 0.151 43.750 0.117 9-1 3 -0.602 0.103 -214920 58.260 81.570 09014 82.330 0.346 -04398 - 0.067 -6.617 16.650 42.830 0.040 43 450 0.116 9-1 9-1 9-1 4 5 6 -0.593 -0.598 -1.359 0.103 0.104 0.404 -21.810 41.120 90.660 630530 66.170 88.020 80.270 78.790 105.900 -0.147 -0.316 10345 81.240 91400 93.060 0.340 0.334 00328 -0.392 -0.390 -0.914 0.067 04066 0.265 -6.581 -2.947 18.380 18.290 20.370 31.070 42.370 341860 86.890 -0.067 -0.169 0.984 43.150 46.490 49.890 0.115 0.113 0.112 9-1 7 -1.365 0.410 85.960 67.650 72.820 0.927 89.970 0.322 -0.908 0.265 17.160 26.480 74.510 0.730 49.530 0.111 9-1 8 -1.353 00404 83.270 46.610 6561 0.603 88.840 0.317 -0:896 06261 161350 22.310 70.200 0.505 49.260 0.110 9-1 9 -1.376 0.398 24.080 29.130 101.700 0.458 76.360 04169 -0.884 0.256 15.480 18.730 65.410 0.294 49.090 -0.108 9-1 10 -1.356 0.394 26.600 226870 87.220 0.109 76.680 0167 -1.035 - 0.307 76.130 2.780 24.210 -0.070 71.910 0.270 9-1 11 -1.108 0.339 15.370 17.700 50.750 -0.199 60.080 0.127 -1.194 0.358 78.730 -15.410 -0.678 -0.519 77.480 0.287 9-2 1 -1.039 1.433 22.330 - 61.790 1764200 3.082 111.800 0.155 -0.792 10114 59310 -0.408 204.000 2.123 1450900 04237 9-2 2 -0.014 1.294 12.440 52.750 100.600 24046 60.710 0.111 -0.163 1.473 46120 -39m70011 784.700 1.813 118.200 04222 9-2 3 0.458 1.250 13.070 43.890 59.640 1.719 29.060 0.101 0.314 1.487 37.840 -80.140 120.900 1.386 67.190 0.189 9-2 9-2 9-2 4 511 6 1.005 1.668 1.869 0.925 0.564 0.030 9.097 9.203 13.440 46.800 494580 416740 -18.960 -78.160 -100.900 0.746 -0.463 -7.029 -4.767 -36.940 -58.650 0.092 0.103 0.090 0.938 1.282 1.462 1.211 0.649 0.256 20.530 11.220 11.400 -68.400 -44.820 -39.140 -9.837 -70.330 -95.670 0.440 -0.697 -1.171 11.470 -28.470 -54.730 0.161 0.123 0.102 9-2 7 1.816 -0.471 17.180 21.200 -107.400 -1.168 -67.060 0.077 1.432 -0.120 12.090 -40.920 -105.000 -1.306 -66.520 0.083 9-2 8 1.318 -0.656 9.565 1.185 -89.080 -1.239 -53.030 0.056 1.420 -0.481 11.780 -46.230 -117.200 -1.788 -68.520 0.073 9-2 9 0.955 -0.851 26.830 -25.260 -116.300 -1.196 -34.660 0.047 1.011 -0.704 29.250 -65.140 -140.600 -1.583 -48.640 0.058 9-2 10 0.398 -0.778 31.970 -89.650 -3.859 -0.746 4.577 0.029 0.618 -0.948 54.930 -164.600 -21.890 -1.452 -3.432 0'053 9-2 11 -0.094 -0.707 14.770 -119.300 74.870 -0.321 33.120 0.026 -0.165 -0.843 25.310 -211.200 115.700 -0.793 47.480 0.046 9-3 1 0.337 -0.714 -3.537 -126.400 -70.060 -0.077 -33.640 0.028 0.424 -0.942 -4.666 -216.100 -125.400 -0.241 -65.280 0.047 9-3 2 -0.102 -1.016 -18.340 -109.000 1.322 -0.960 -1.474 0.036 -0.304 -1.419 -29.960 -190.900 -2.912 -1.640 -8.110 0.059 9-3 3 -0.704 -1.326 -31.200 -38.550 76.500 -1.594 36.290 - 0.050 -1.304 -1.916 -51.900 -74.770 126.000 -2.513 57.510 0.081 9-3 4 -2.044 -1.898 -39.730 65.230 122.700 -0.639 84.620 0.102 -1.314 -1.220 -25.540 41.930 78.850 -0.411 54.400 0.066 9-3 5 -3.114 -1.624 -30.360 156.400 151.700 -3.203 99.550 0.131 -1.822 -1.126 -18.020 98.780 91.030 -1.965 60.200 0.081 9-3 6 -4.040 -0.615 -14.660 207.700 139.800 0.160 90.220 0.150 -2.392 -0.506 -8.499 128.700 83.970 0.113 54.270 0.092 9-3 7 -4.392 -0.261 -0.906 204.000 91.770 -1.322 61.850 0.162 -2.614 -0.272 -0.201 125.500 54.610 -0.827 36.910 0.100 9-3 8 -4.741 0.392 8.544 167.100 21.300 -1.551 8.375 0.169 -2.828 0.136 5.485 102.400 11.820 -0.949 4.400 0.103 9-3 9 -3.861 1.64211, 13.940 117.800 -59.560 0.120 -64.890 0.169 -2.301 0.904 8.725 71.830 -37.090 0.068 -40.090 0.103 9-3 10 -3.970 1.947 8.301 84.520 -240.800 -0.712 -146.500 0.165 -2.367 1.104 5.244 51.200 -147.100 -0.450 -89.560 0.101 9-3 11 -2.638 2.550 1.482 58.390 -305.500 -0.807 -198.200 0.160 -1.559 1.484 1.058 34.970 -186.200 -0.488 -120.900 0.097 9-4 1 0.207 1.950 0.814 -30.350 -177.000 0.324 -90.110 0.094 0.297 3.333 1.119 -48.440 -291.000 0.500 -148.000 0.155 9-4 9-4 9-4 2 3 4 1.009 3.137 3.597 1.814 2.565 2.287 -6.051 -27.020 -28.120 -16.890 41.590 118.500 -120.200 -48.500 15.620 0.214 -1.335 -0.016 -68.830 -71.500 -34.930 0.092 0.148 0.145 1.569 1.930 2.208 2.822 1.499 7.339 -9.412 -16.340 -17.030 -26.270 24.150 70.850 -186.900 -29.540 9.420 0.333 -0.777 0.009 -107.700 -43.520 -21.290 0.143 0.090 0.088 9-4 5 3.522 2.300 -22.880 215.700 18.120 -1.019 -0.142 0.141 2.170 1.359 -13.870 129.800 10.960 -0.620 -0.145 0.085 9-4 6 3.966 2.044 -11.940 278.100 39.430 0.001 26.110 0.133 2.439 1.208 -7.259 167.800 . 23.920 0.010 15.810 0.081 9-4 7 4.238 1.747 2.616 312.400 73.780 0.636 45.990 0.122 2.603 1.035 1.550 188.600 44.770 0.396 27.890 0.074 94 9-4 9-4 8 9 10 4.503 4.596 4.466 1.367 1.013 0.594 19.350 36.940 49.210 319.000 292.700 225.900 97.630 101.500 113.200 1.045 1.210 0.869 57.610 69.410 75.030 0.107 0.087 0.061 2.763 2.817 2.735 0.870 0.599 0.350 11.680 22.330 29.770 192.800 176.900 136.600 59.230 61.610 68.660 0.648 0.746 0.534 34.940 42.110 45.510 0.065 0.053 0.037 9-4 11 4.201 0.155 76.220 139.100 111.000 -2.163 70.440 0.032 2.568 0.090 46.120 84.140 67.340 -1.320 42.730 0.020 10-1 1 0.009 0.001 6.767 -2.934 4534 0.009 -10.160 0.020 0.044 -0.003 19.700 -10.830 -45.580 0.013 -42.750 0.074 10-1 2 0.008 0.001 6.634 -7.001 -9.195 0.013 -10.130 0.017 0.042 -0.003 19.280 -22.540 -43.800 0.038 42.130 0.066 10-1 3 0.013 0.000 11.150 -12.410 -11.280 0.075 -12.88011 0.015 0.059 -0.007 28.080 -39.320 -50.600 0.048 -54.610 0.057 10-1 4 0.026 0.001 15.820 -22.410 -15.200 0.033 -16.890 0.013 0.103 -0.015 39.340 -69.510 -65.780 0.068 -65.280 0.049 10-1 5 0.027 0.008 16.770 -33.560 -18.300 0.079 -17.500 0.011 0.114 -0.004 41.910 -99.120 -77.130 0.192 -66.210 0.041 10-1 6 0.043 0.002 22.140 -45.620 -18.790 0.089 -31.160 0.009 0.144 -0.026 51.620 -130.200 -78.050 0.218 -100.900 0.034 10-1 7 0.063 0.007 25.060 -61.860 -24.250 0.130 -32.100 0.007 0.189 -0.026 58.820 -172.000 -92.740 0.289 -102.600 0.028 10-1 8 0.100 0.012 30.100 -80.170 -34.930 0.219 -35.990 0.006 0.262 -0.033 70.320 -219.800 -119.000 0.452 -110.700 0.022 10-1 9 0.153 0.006 52.000 -107.000 -28.430 0.318 -53.650 0.005 0.424 -0.055 120.400 -280.600 -101.800 0.632 -163.100 0.017 10-1 10 0.172 0.034 55.720 -146.900 -56.990 0.565 -48.230 0.003 0.454 0.001 130.200 -380.400 -175.800 1.132 -150.300 0.011 10-1 11 0.290 0.003 66.550 -187.800 -58.210 0.706 -49.770 0.001 0.746 -0.094 152.000 -472.200 -170.300 1.467 -153.400 0.005 Stzs Vail's Front Door Spa Lid Design Strip Forces Max V I.P. Max V Max V Max V Max V Max V Max V Max V Min V I.P. Min V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Banding 1t) (inches) (Kips) (Kips) (Kips) (kip-it) (kip-ft) Bending ft) (inches) (Kips) 7-3 1 2.894 0.505 -8.509 -84.860 40.960 -5.423 50.410 0.063 4.871 0.705 -15.360 -140.500 76160 -8.606 91.170 0.105 3.420 7-3 2 3.402 0.559 -21.490 -24.460 640790 -5.686 47390 0.060 5765 04743 -37.300 -324680 116.900 -8.920 870450 0100 4.022 7-3 3 2.874 0.071 -7.882 23.910 31.300 -3.583 31.480 0.059 4.471 04111 -12.260 374200 48.680 -5.574 480970 04092 3.439 7-3 4 3.143 -1.069 7.701 54.490 64.110 -2.217 38.180 0.090 2395 -0121 0.248 37.300 . 45.250 -2.947 220190 0.070 24395 7-3 5 -1.656 -6,599 12.270 684310 20.610 9.807 22.990 0.086 -1.285 -5.506 3.634 57.190 4.421 7.706 9.382 0.069 -1.106 7-3 6 72.402 -9.920 15.680 72.230 13.350 12.560 9.934 0.085 -1.552 -6.399 6.533 474350 -0.115 7.859 0.490 0.052 -1.552 7-3 7 -1.350 -9.454 18.360 58.130 -3,866 5.115 -5.894 0.072 -0.877 -6.324 7.901 39.830 -5.933 3.247 -6.502 0.045 -0.877 7-3 8 0.029 -9.427 27.140 44.370 -47.350 8.143 -23.440 0.053 0.064 -6.761 12.180 32.710 -19.940 5.776 -13.240 0.035 0.064 7-3 9 -0.035 -6.759 32.380 -5.904 -70.020 4.104 -40.860 0.030 0.179 -5.204 144790 8.056 -28.900 3.584 -19.180 0.022 -0.094 7-3 10 -0.263 -3.880 31.250 -63.680 -100.700 0.079 -43.770 0.005 00123 -3.251 14.880 -19.620 -40.260 1,084 -19.050 0.007 -0.304 7-3 11 0.729 -0.565 -2.055 -7.249 -4,641 -1.062 -10.640 -0.007 1.223 -1.155 -6.507 -19.190 -8.933 -1.515 -26.270 -0.018 0.729 8-1 1 -1.530 0.151 90.790 -0.433 -564500 0.698 151.000 -04012 -0.920 0.088 314790 -2.650 -26.350 0.476 48.730 - -0.009 -1.530 8-1 2 -1.528 0.151 90.520 -11,230 -55.180 04514 152.800 -0.011 -0.919 0.088 31.700 -6.443 -25.880 0.366 49.370 -0.008 -1.528 8-1 3 -1.526 0.151 90.260 -21.920 -53.890 0.331 154.600 -0.010 -0.918 0.088 31.600 -10.200 -25.420 0.255 50.010 -0.007 -1.526 8-1 4 -1,524 00151 900000 -32.630 -52.610 04147 156.300 -0.009 -00917 00088 31.510 -13.970 -24.960 0.145 50.640 -0.007 -14524 8-1 5 -14522 0.151 89.730 -43.200 -51.300 -0.035 158.100 -0.008 -0.916 00088 31.410 -17.680 -24.490 0.035 51.280 . -0.006 -1.522 8-1 6 -1.520 0.151 89.470 -53.750 -50.010 -0.217 1594900 -0.007 -0.915 0.088 31.320 -210390 -24.040 -0.075 51.910 -0.006 -1.520 8-1 7 -1.578 0.151 890210 -64.220 -48.690 -0.398 161.600 -0.007 -0.914 0.088 31.230 -25.060 -23.570 -0.184 52.550 -0.005 -1.518 8-1 8 -1.516 04151 88.940 -74.610 -47.420 -0.579 163.400 -0.006 -0.913 0.088 31,130 -28.710 -23.110 -0.293 53.190 -0.004 -1.516 8-1 9 -1.514 0.151 88.680 -84.990 -46.090 -0.760 165.100 -0.005 -04912 0.088 31.040 -32.360 -22.640 -0.403 53.820 -0.004 -1.514 8-1 10 -1.512 0.151 880420 -95.250 -44.600 -0.940 1660900 -0.004 -0.911 0.087 300950 -35.960 -221180 -0.511 54.460 -04003 -1.512 8-1 11 -1.510 0.151 89.610 -105.600 -41.450 -1.119 172.300 -0.003 -0.910 0.087 31.800 -39.610 -20380 -0.620 56.280 -0.003 -1.510 8-2 1 -2.397 -0.809 -75.390 -24.400 126.000 -4.913 22.320 0.010 -3.339 -1.475 -190.000 -55.900 306.700 -7.839 68.800 0.020 -2.397 8-2 2 -1.827 -0.572 -39.010 584200 102200 -5.241 42.320 0.030 -24914 -0.920 -86.870 127.100 306.400 -7.515 135.100 0.060 7827 8-2 3 0.044 -0.081 -234090 92.840 49.740 -3.462 41250 0.046 -0.238 0.015 -50120 1890800 1660300 41631 1410200 0.090 -0.160 8-2 4 1.082 -0.741 -13.830 117.400 54.290 -40731 40180 00059 1.342 -0.839 -30.730 .218.400 172.700 -6.554 1330000 0.114 0.982 8-2 5 2.302 -1,251 -3.648 1240400 45.160 -4.950 36.800 0.065 3.373 -1.608 -10.430 216.900 147.100 -7.126 120.600 0.124 2.606 8-2 6 3.849 -2.150 5.189 147.300 42.920 -4.495 39.450 0.081 4.001 -1.955 1.398 176.500 118.600 -4.532 105.200 0.115 2.949 8-2 7 4.849 -3.139 20.250 157.300 53.150 -3.689 49.580 0.096 3117 -2.018 13.010 101.100 34.170 -2.372 31.870 0.061 3117 8-2 8 4.066 -4.025 39.470 126.300 83.820 -2.738 77.710 04097 2.521 -2.602 25.200 76.690 31.040 -1.620 28.930 0.052 20521 8-2 9 2.975 -5.054 91.420 54.810 35.780 -4.610 62.830 0.071 1.802 -34174 55.050 31.350 10.570 -2.723 26.230 0.038 1,802 84 10 -0.303 -4.376 173.500 -172.500 7.050 -3.091 69170 0.040 -0.213 -2.691 101,100 -101.400 -14653 -1.777 33.820 0.022 -0.273 8-2 11 -1.763 -3.657 2580200 -630.800 137.500 -00888 78.420 0.012 -1.083 -2.222 150.600 -366.900 75.080 -0.403 41.100 0.007 -1.083 8-3 1 2.488 -0.994 -1426400 -388.400 -24247 1.441 -15.050 0.009 3.991 -7.273 -240.500 -670.600 -3.996 2.340 -25.330 0.014 3.161 8-3 2 04827 -2.271 -85.070 -121.100 -254300 -0.303 -12.940 0.037 1.325 -3.439 -143.400 -216.900 -43.120 -0.600 -22.100 0.059 0.827 83 3 -04500 -2.809 -55.650 37.290 24913 -1.503 -7.074 0.069 -0.827 -4.379 -93.900 50.930 44201 -24540 -2.319 0.110 -0.500 8-3 4 -2.877 -2.899 -31.980 126.600 6.375 04153 94305 0.097 -4.730 40579 -54.100 202.000 94539 0.108 14.720 0.157 -2.877 8-3 5 -4.669 -2.154 -15.790 191.700 196770 -2.057 194810 0.117 -7.668 3.386 -27.080 311.800 31.370 -3.477 32.050 0.190 -4.669 8-3 6 -6.566 -2.627 0.322 275.400 27260 -3.368 25.150 0.154 -7,987 -3.150 -0.582 337.900 31.330 -40261 29.150 0.188 -5.312 8-3 7 -8.480 4329 34.140 3806800 26.220 1.004 27.250 0.200 -5.147 -1.489 21.090 231.700 16.200 06637 16.840 06122 -5.147 8-3 8 -7.175 -1.815 1 68.010 308.800 16.440 -6.744 77.680 0.174 -40348 -1.176 410600 1870300 10260 - 4.075 106980 0.106 -4.348 83 9 -4.792 -2.102 124.000 164.300 15.620 -5719 3.978 0.130 -2.890 -1.353 75.520 99.120 9.671 -3.462 2.598 0.080 -20890 8-3 10 -1.596 -1125 194.200 -181.100 -650080 -11420 -4.286 0.073 -0.934 -1.981 118.100 -111.100 -39.440 -8.163 -2.485 0.045 -0.934 8-3 11 0.406 -3.798 293.500 480.100 -270960 -12240 -7.918 0.020 0.288 -2392 178.400 -475.300 -17.070 -7.428 -4.819 0.012 0.288 8-4 1 2.417 -0.556 + -164.800 -476.900 -9.026 -11.570 -16.580 04003 3.974 -0.943 -271.600 -764.300 -15.60 -19.080 -27.890 0.005 2.417 84 2 2.873 -0.470 -1036300 -101,600 -6.103 -9.030 -21.270 0.015 4.720 -0,797 -170.200 -165.800 -10.570 -14.890 -35.440 0.025 2.873 8-4 3 3.387 -0.179 - -59.000 891050 -100080 -5.285 -20.410 . 04025 5.563 -04314 -97.160 148.200 -16.960 -8.736 -33.910 0.042 3.387 8-4 4 3.832 0.179 -21.310 157.900 0.102 -2.776 -15.230 06029 6.289 0.280 -34.990 261,400 -0.038 -4.609 -25.260 0.048 6.289 84 5 6.531 0.715 11.930 213.000 -11,540 -24856 -15.220 0.038 1986 0.443 7.129 128.800 - -66900 -1.709 -9.186 00023 6.531 8-4 6 5.313 -0.026 65.810 280380 -51.090 -2.390 -2.035 00015 3.235 -0.013 396770 170190 -301880 -7.436 -1.241 0.009 4.293 9-1 1 -0.410 0.067 - -6.689 13.300 43.740 0.264 44,050 0.119 -0.621 0.104 -22.130 47.560 84.160 0.352 84.480 0.357 -0.638 9-1 - 2 . -0.404 00067 -6.653 144980 43.280 0.151 43.750 0.117 -0.611 0.103 -22.030 524940 82.860 0.180 83.420 0.351 -0.629 9-1 3 -0.398 0.067 -6.617 16.650 42.830 0.040 43.450 0.116 -0.602 0.103 -21.920 58.260 81.570 04014 82330 0.346 -0.619 9-1 4 -0.392 0.067 -6.581 18.290 42.370 -0.067 434150 0.115 -0.593 0.103 -21.810 63.530 80.270 -0:147 81.240 0.340 -0.610 9-1 5 -0.468 0.082 42.100 59.380 67.160 -0.259 75.910 0.296 -0.606 0.103 4.584 311690 54.260 -0.263 72.320 0.176 -0.598 9-1 6 -1.216 0.354 914520 84.310 92.570 1.149 85.650 0.315 -1.153 0.349 16.950 37,260 109.200 1.312 62.240 0.134 -1.421 9-1 7 -1.221 0.360 86.800 63.860 60.470 0.777 82.490 0.310 -1.149 0.349 15170 32.790 950100 0.981 62.000 0.132 -1.412 9-1 8 -1.210 0.354 84.160 42.610 53.430 06490 81.380 04304 -1.134 0.344 14.860 28.970 89.680 0.694 614690 0.131 -1.394 9-1 9 -14200 0.346 81.386 21600 45.510 0.213 80.540 0.298 -1.120 0.338 13.910 25.770 - 83.670 0.423 61.510 0.130 -14376 9-1 10 -1186 0342 826330 3.276 334910 -0.087 80.840 0.293 -1.104 0.334 164260 220050 71.060 0.137 616800 0.128 -1.356 9-1 11 -1.194 0.358 786730 -15.410 -0.678 -04519 77.480 0.287 -1.108 0.339 15.370 174700 500750 -0.199 60.080 0.127 -1.335 9-2 1 -0.936 1.262 640200 14743 227.500 24384 1606800 06258 -0.799 1.186 14.180 58.210 136.900 2.649 87.020 00120 -1.039 9-2 2 -0.131 1.640 46.570 -27.810 194.700 2.112 1244200 00234 -0.067 10015 11.700 32.930 83.870 1.548 50.690 0.091 -0.131 9-2 3 0.409 14645 38.860 -68.400 126.300 1.651 69.560 0.201 0.301 0.987 11.360 24.320 50b61011 1.277 2255. 0.083 .409 9-2 4 1.096 1.32 21.660 -56.940 -13.030 0.553 10.100 0.171 0.742 0.742 7.209 27.710 -13.630 0.558 0.074 .096 9-2 5 1.639 0.770 13.190 -34.200 -87.080 -0.797 -36.390 0.145 1.073 0.363 5.916 31.870 -50.24 -0.298 0.066 1.639 9-2 6 1.863 0.262 14.280 -30.200 -117.300 -1.391 -67.290 0.121 1.202 0.019 8.640 26.840 -64.840 -0.662 0.058 1 9-2 1.816 -0.471 17.180 21.200 -107.400 -1.168 -67.060 0.077 1.167 -0.303 11.040 13.630 -69.050 -0.757 E 0.050 1.432 9-2 1.285 -0.721 16.050 -6.786 -80.010 -1.150 -47320 0.050 1.440 -0.442 7.901 41.450 -122.700 -1.842 0.076 1.260 9-2 9 1.145 -0.805 32.740 -64.020 -161.600 -1.756 -54.490 0.066 0.731 -0.683 21010 -27.130 -81.280 -0.908 0.034 0.901 9-2 10 0.618 -0.948 54.930 -164.600 -21.890 -1.452 -3.432 0.053 0.398 -0.778 31.970 -89.650 -3.859 -0.746 0.029 0.485 9-2 11 -0.165 -0.843 25,310 -211.200 115.700 -0.793 47.480 0046 -0094 -0.707 14.770 -119.300 74.870 -0.321 0.026 -0.134 9-3 1 0.312 -0,704 -3.487 -173.900 -102.000 -0.216 -54.070 0.038 -5.502 -196.700 -109.000 -0.119 0.043 0.312 9-3 2 -0.102 -1.016 -18.340 -109.000 1.322 -0.960 -1674 0.036 -0.304 -1.419 -29.960 -190.900 -2.912 -1.640 -8.110 0.059 -0.102 9-3 - 3 -0.704 -1.326 -31.200 -38.550 76,500 -1.594 36.290 0.050 -1.304 -1.916 -51.900 -74.770 126.000 -2.513 57.510 0.081 -0.704 9-3 4 -1.314 -1.220 -25.540 41.930 78.850 -0.411 54.400 0.066 -2.288 -1.777 -42.640 61.150 130.900 -0.608 89.070 0.106 -1.314 9-3 5 -1.822 -1.126 -18.020 98.780 91.030 -1.965 60.200 0.081 -3.114 -1.624 -30.360 156.400 151.700 -3.203 99.550 0.131 -1.822 9-3 6 -2.392 -0.506 -6.499 128.700 83.970 0.113 54.270 0.092 -4.040 -0.615 -14.660 207.700 139.800 0.160 90.220 0.150 -3.243 9-3 7 -3.234 -0.332 -0.120 154.000 66.860 -0.983 45.270 0.122 -4.021 -0.225 -0.954 186.900 84.410 -1.228 56.830 0.149 -3.521 9-3 8 -4.741 0.392 8.544 167.100 21.300 -1,551 8.375 0.169 -2.828 0.136 5.485 102.400 11.820 -0'.949 4.400 0.103 4.741 9-3 9 -3.861 1,642 13.940 117.800 -59.560 0.120 -64.890 0.169 -2.301 0.904 8.725 71.830 -37.090 0.068 -40.090 0.103 -3.861 9-3 10 -3.970 1.947 8.301 84.520 -240.800 -0,712 -146.500 0.165 -2.367 1.104 5.244 51.200 -147.100 -0.450 -89.560 0.101 -3.970 9-3 111 -2.424 2.308 1.646 54.390 -289.600 -0.759 -188.000 0.152 -1.559 1.484 7.058 34.970 -186.200 -0.488 -120.900 0.097 -2.638 9-4 1 0.322 3.033 1.267 -47.220 -275.400 0.504 -140.200 0.147 0.207 1.950 0.814 -30.350 -177.000 0.324 -90.110 0.094 0.297 9-4 2 1.009 1.814 -6.051 -16.690 -120.200 0.214 -68.830 0.092 1.616 3.097 -10.120 -26.070 -197.600 0.316 -113.100 0.151 1.616 9-4 3 1.930 1.499 -16.340 24.150 -29.540 -0.777 -43.520 0.090 3.137 2.565 -27.020 41.590 -48.500 -1.335 -71.500 0.148 3.137 9-4 4 2.208 1.339 -17.030 70.850 9.420 0.009 -21.290 0.088 3.597 26287 -28.120 118.500 15.620 -0016 -341930 0.145 3.597 94 5 2.170 1.359 -13.870 129.800 10.960 -0.620 -0.145 0.085 3.522 2.300 -22.880 215.700 18.120 -1.019 -0.142 0.141 3.522 9-4 6 2.439 1.208 -7.259 167.800 23.920 0.010 15.810 0.081 3.966 2.044 -11:940 278.100 39.430 0.001 26.110 0.133 3.966 9-4 7 4.238 1.747 2.616 312.400 73.780 0.636 45.990 0.122 2.603 1.035 1.550 188.600 44.770 0.396 27.890 0.074 4.238 9-4 8 4.503 1.367 19.350 319.000 97.630 7.045 57.610 0.107 2.763 0.810 11.680 192.800 59.230 0.648 34.94011 0.065 4.503 9-4 9 4.596 1.013 36.940 292.700 101.500 1.210 69.410 0.087 2.817 0.599 22.330 176.900 61.670 0746 42.110 0.053 4.596 9-4 10 - 4.466 0.594 49.210 225.900 113.200 0.869 75.030 0.061 2.735 0.350 29.770 136.600 68.660 0.534 45.510 0.037 4.466 9-4 11 4201 0.155 76.220 139.100 111.000 -2.163 70.440 0.032 2.568 0.090 46.120 84.140 67.340 -1,320 42.730 0.020 4.201 10-1 1 0.044 -0.003 19.700 -10.830 -45.580 0.013 -42.750 0.074 - 0.009 0.001 6.767 -2.934 -9.534 0.009 -10.160 0.020 0.005 10-1 2 0.042 -0.003 19.280 -22.540 -43.800 0.038 -42.130 0.066 0.008 0.001 6.634 -7.001 -9.195 0.013 -10.130 0.017 0.005 10-1 3 0.059 -0.007 28.080 -39.320 -50.600 0.048 -54.610 0.057 0.013 0.000 11.150 -12 410 -11.260 0.015 -12.880 0.015 0.009 10-1 4 0.103 -0.015 39.340 -69.510 -65.780 0.068 -65.280 0.049 0.026 0.001 15.820 -22.410 -15.200 0.033 -16.890 0.013 0.079 10-1 5 0.114 -0.004 41.910 -99.120 -77.130 0.192 -66.210 0.041 0.027 0.008 16.770 -33.560 -18.300 0.079 -17.500 0.011 0,019 10-1 6 0.144 -0.026 51.620 -130.200 -78.050 0.218 -100.900 0.034 0.043 0.002 22.140 -45.620 -18,790 0.089 -31,160 0.009 0.036 10-1 7 0.189 -0.026 58.820 -172.000 -92.740 0.289 -102.600 0.028 0.063 0.007 25.060 -61.860 -24.250 0.130 -32.100 0.007 0.056 10-1 8 0.262 -0.033 70.320 -219.800 -119.000 0.452 •110.700 0.022 0.100 0.012 30.100 -80.170 -34.930 0.219 -35.990 0.006 0.097 10-1 9 0.424 -0.055 120.400 -280.600 -101.800 0.632 -163.100 0.017 0.153 0.006 52.000 -107.000 -28.430 0.318 -53.650 0.005 0.177 10-i 10 0.454 0.001 130.200 -380.400 -175.800 1.132 -150.300 0.011 0.172 0.034 55.720 -146.900 756.990 0.565 -48.230 0.003 0.193 1 0-1 11 0.746 -0.094 152.000 -472.200 -170.300 1.467 -153.400 0.005 0.290 0.003 66.550 -187.800 -58.210 0.706 -49.770 0.001 0.355 S R'l Vail's Front Door Spa Lid Design Strip Forces Max P Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P Min P Min P Min P Min P ID Section Axial Vertical Bending Torsion Dphm. Twist (kip - Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip - Deflection (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending it) (inches) 7-3 1 0.84 1 -8.96 0 -107.50 0 50.46 0 -6.97 9 61.70 0 0.076 3.976 0.44 9 -12.79 0 -109.40 0 54.22 0 -6.67 9 67.13 0 0.086 7-3 2 0.93 9 -24.46 0 -37.560 79.77 0 -7.40 8 58.43 0 0.071 4.674 0.48 8 -30.46 0 -24.94 0 85.80 0 -7.12 3 62.67 0 0.082 7-3 3 0.40 8 -10.68 0 20.780 42.17 0 -522 8 39.58 0 04070 4.606 -0.33 0 -9.00 7 52183 0 50.99 0 -4.05 1 57.56 0 0.092 7-3 4 -0962 1 0124 8 374300 45.25 0 -2.94 7 22.19 0 0.070 3.143 -1.06 9 7.70 1 54.49 0 64.11 0 -2.21 7 38.18 0 0.090 7-3 5 -4.51 1 4.28 8 46350 183 2 6.32 9 7.79 5 0.056 -1.763 -7.19 6 11088 0 74.81 0 20.96 0 10.63 0 2194 0 0.093 7-3 6 -6.39 9 6.53 3 47.350 -0.11 5 7.85 9 0049 0 00052 -2.415 -9.95 4 10.76 0 73.65 0 -0.17 9 12022 0 0.76 2 0.081 7-3 7 -6.32 4 7.90 1 39.830 -5.93 3 3.24 7 -6.50 2 0.045 -1.364 -9.83 7 12.29 0 61.95 0 -9.22 9 5.05 1 .10.11 0 0.070 7-3 8 -6.76 1 12.18 0 32.710 -19.94 0 5.77 6 -7124 0 0.035 0.100 -10.52 0 18.95 0 50.89 0 -31.02 0 8.98 4 -20.60 0 04054 7-3 9 -5.02 4 27.45 0 -8.589 -60.39 0 2.90 9 -34.46 0 00023 0.278 .8.09 5 23001 0 12453 0 -44.96 0 5.57 6 -29.84 0 0.034 7-3 10 -2.79 7 26.29 0 -574140 -87.33 0 -0.28 2 -37.42 0 0.003 0.191 -5.05 6 23415 0 -30.52 0 -62.62 0 7.68 6 -29.64 0 0.011 7-3 11 -0.56 5 -2.05 5 -7149 -4.64 1 -1.06 2 -10.64 0 -0.007 1.223 -1.15 5 -6.50 7 -19.19 0 -8.93 3 •1451 5 .26.21 0 -0.018 8-1 1 0.15 1 90-79 0 -0.433 -56.50 0 0.69 8 151.00 0 -0.012 -0.920 0.08 8 31.79 0 -2.65 0 -26.35 0 0.47 6 48.73 0 -0.009 8-1 - 2 0.15 1 90.52 0 -114230 -55.18 0 0.51 4 152.80 0 -0.011 -0.919 0.08 8 31.70 0 -6.44 3 -25.88 0 0.36 6 49.37 0 -0.008 8-1 3 0.15 1 90.26 0 .214920 -53.89 0 0.33 1 154460 0 -0.010 -0.918 0.08 8 31.60 0 -10.20 0 -25042 0 0.25 5 50.01 0 -0.007 8-1 4 0.15 1 90.00 0 -32.630 -5161 0 0.147 15630 0- -0.009 -0.917 0.08 8 31.510 -13.97 0 -24496 0 0.14 5 50.64 0 -0.007 8-1 5 0.15 1 89.73 0 -43.200 -51.30 0 -0.03 5 158.100 -0.008 -0.916 0.08 8 31.410 -17.680 -24.49 0 0.03 5 51.28 0 -0.006 8-1 6 0.15 1 89.470 -53.750 - -50.01 0 -0.217 159.900 -0.007 -04915 09088 31.320 -21.390 -24.04 0 -0.075 51.910 -0.006 8-1 7 0.15 1 89.210 -64.220 -48.69 0 -0.398 161.600 .0.007 -0.914 0.088 31.230 -25.060 -23.57 0 -0.184 52.550 -0.005 8-1 8 0.15 1 88.940 -74.610 -47.420 -0.579 1630400 -04006 -0.913 0.088 31A30 -28.710 -234110 -0.293 53.190 -0.004 8-1 9 0.151 88.680 -844990 16.090 -0.760 165.100 -0.005 -0.912 0.088 31.040 -32.360 -22.640 -0.403 53.820 -0.004 8-1 10 0.151 88.420 -95.250 -44.800 -0.940 166.900 -0.004 -0.911 0.087 30.950 .35.960 -22.180 -0.511 54.460 -0.003 8-1 11 0.151 89.610 -105.600 -41.450 -1.119 172.300 -0.003 -0.910 0.087 31.800 -39.610 -20.380 -0.620 56.280 -0.003 8-2 1 -0.809 -75.390 -24.400 126.000 1.913 22.320 0.010 -3.339 -1.475 -190.000 -55.900 306.700 -7.839 68.800 0.020 8-2 2 -0.572 -390010 58.200 102.200 -5.241 42.320 0.030 -2.914 -0.920 :86.870 127.100 306.400 -7.515 135.100 0.060 8-2 3 04046 -464360 174.100 153.000 1.147 130.000 0.082 -04087 -0.133 -30.190 119.000 71.770 -4.269 61.940 0.061 8-2 4 -0.592 -26.120 179.300 154.600 •4.977 119.600 0.095 1.682 -1.153 -21.510 182.600 84.450 -7.360 62.500 0.092 8-2 5 -1.191 -9.214 175.400 132.000 -59475 108.300 0.103 3.581 -1.946 -5.675 193.400 70.250 -7.701 57.240 0.101 8-2 6 -1.632 3.298 116.500 38.290 -3.477 34.550 0.066 4.587 -2.539 5.130 181.200 59.560 -5.408 53.750 0.102 8-2 7 -2.078 13.010 101.100 34.170 -2.372 314870 0.061 4.849 -3.139 20.250 157.300 53.150 -3.689 49.580 0.096 e-2 8 -2.602 25.200 76.690 31.040 -1.620 28.930 0.052 3.921 -4.047 39.210 119.300 48.280 -2.521 45.000 0.081 8-2 9 -3.174 55.050 31.350 10.570 -24723 26.230 0.036 20975 -5.054 91.420 54.810 35.780 -4.610 62.830 0.071 8-2 10 -2.691 101.100 -101.400 -1.653 -1.777 33.820 0.022 -0.303 -4.376 173.500 -172.500 7.050 -3.091 69.170 0.040 8-2 11 -2.222 150.600 -366.900 75.080 -0.403 41.100 0.007 -1.763 -3.657 258.200 . -630.800 137.500 -0.888 78.420 0.012 8-3 1 -0.942 -193.100 -541.100 -3.247 1.860 -20.310 0.011 3.871 -1.546 -221.600 -604.200 -3.495 2.242 -23.410 0.014 8-3 2 -2.271 -85.070 -121.100 -25.300 -04303 -12.940 0.037 1.286 -3.533 -132.300 -188.300 -39.350 -0.472 .20.130 0.058 8-3 3 -2.809 -55.650 37.290 2.913 -1.503 -1.074 0.069 -0.827 -41379 -93.900 50.930 4.201 -2.540 -2.319 04110 8-3 4 -2.899 -31.980 126.600 6.375 0.153 9.305 0.097 -4.730 -4.579 -54.100 202.000 9.539 04108 14.720 0.157 8-3 5 -2.154 -15.790 191.700 19.770 -2.057 19.810 0.117 -7.668 -3.386 -27,080 311.800 31.370 -3.477 32.050 0.190 8-3 6 -2.166 0.197 224.900 21.480 -2.760 19.930 0.126 -8.739 -3.426 -0.507 368.300 34.800 -4.626 32.280 0.205 8-3 7 -1.489 21.090 231.700 16.200 0.637 16.840 0.122 -8.480 -2.329 34.140 380.800 26.220 1.004 27.250 0.200 8-3 8 -1.176 41.600 187.300 10.260 -4.075 10.980 0.106 -6.764 -1.830 64.710 291.400 15.970 -6.339 17.080 0.166 8-3 9 -1.353 75.520 99.120 9.671 -3.462 2.598 0.080 -49495 -2.105 117.500 154.200 15.040 -5.385 4.041 0124 73 10 -1.981 118.100 -111.100 -39.440 -8.163 -2.485 0.045 -1.586 -31125 194.200 -181.100 -65.080 -13.420 -4.286 0.073 8-3 11 -2.392 1789400 -475.300 -17.070 -7.428 -4.819 0.012 0.406 -3.798 293.500 -780.100 -27.960 -124240 1118 00020 8-4 1 -0.556 -164.800 -476.900 -9.026 -11.570 -16.580 0.003 3.974 -0.943 -271.600 ' -784.300 -15.600 -196080 -27.890 0.005 8.4 2 -0.470 -103.300 -101.600 -6.103 - -9.030 -21.270 0.015 4.720 -0.797 -170.200 -165.800 -10.570 -14.890 -35.440 0.025 74 3 -0.179 -59.000 89.050 -10.080 -5.285 -20.410 0.025 5.563 -0.314 -97.160 148.200 -164960 -8.736 -33.910 0.042 8-4 4 0.280 -34.990 261.400 -0.038 -4.609 -25.260 0.048 3.832 0.179 -21.310 157.900 0.102 -2.776 -154230 0.029 8-4 5 0.715 114930 213.000 -11.540 -2.856 -15.220 0.038 36986 0.443 7.129 128.800 -6.900 -16709 -9.186 0.023 8-4 6 4012 53.020 22.930 -40.970 -1.899 -1.500 0.012 4.679 -0.026 57.860 24.930 •45.030 -272 -1.879 0.013 9-i 1 0.105 -10.400 20.680 68.040 0.411 68.520 0.185 -0.410 0.067 -6.689 13.300 43.740 0.264 44.050 0.119 9-1 2 0.105 -10.350 21310 67.330 0.234 68.060 0.183 -0.404 09067 -6.653 14.980 43.280 0.151 43.750 0.117 9-1 3 0104 -10.290 25.890 66.620 0.062 67.590 04781 -0.398 0.067 -6.617 16.650 424830 0.040 43.450 0.116 9-1 4 0.104 -10.240 28.450 65.910 -0.105 67.120 0.178 -0.392 0.067 -6.581 18.290 42.370 -0.067 43.150 0.115 9-1 5 0.104 41.120 66.170 78.790 -0.316 91.400 0.334 -0.390 0.066 -2.947 204370 34.880 -0.169 46.49Q 0.113 9-1 6 0.413 28.590 48.330 135200 1.531 77.610 0.174 -0.914 0.265 18.380 31.070 86.890 0.984 49.890 0.112 9-1 7 0.412 260700 41.200 115.900 1.135 77.050 0.173 -0.908 0.265 17.160 26.480 744510 00730 49.530 0.111 9-1 8 0.406 25.430 34.710 109.200 0.786 76.630 0.171 -0.896 0.261 16.350 . 22.310 70.200 04505 49.260 0.110 9-1 9 0.398 24.080 29.130 101.700 0.458 76.360 0.169 -0.884 0.256 15480 18330 65.410 0.294 49.090 0.108 9-1 10 0.394 26.600 22.870 874220 0.109 76.680 0.167 -066872 0.253 17.100 14.700 56.070 0.070 49.290 0.107 9-1 17 0.407 78.240 -11.000 5.991 -0.527 84.840 0.300 -0.873 0.256 16.190 10050 39.630 -0.186 47.820 0106 9-2 1 1.433 22.330 61.790 176.200 3.082 111.800 0.155 -0.668 0.921 14.360 39.720 113.300 14981 71.900 0.099 9-2 2 1.640 46.570 -27.810 194.700 2.112 124.200 0.234 -06067 1.015 11.700 32.930 83.870 1.548 50.690 0.091 9-2 3 1.645 38.860 -68.400 126.300 1.651 69.560 0.201 0.301 0.987 11.360 24.320 50.610 1.277 25.100 0.083 9-2 4 1.320 21.660 -56.940 -13.030 0.553 10.100 0.171 0.742 0.742 70209 27.710 -13.630 0.558 -2.481 0.074 9-2 5 0.770 13.190 -34.200 -87.080 -0.797 -36.390 0.145 1.073 0.363 5.916 31.870 -50.240 -0.298 -23.750 0.066 9-2 6 0.282 11.910 -37.890 -107.400 -1.291 -61.660 0.113 1.549 -09014 12.600 39.660 -81.310 -0.829 -47.080 0.071 9-2 7 -0.120 12.090 -40.920 -105.000 -16306 -66.520 0.083 1.816 -0.477 17.180 21.200 -107.400 .1.168 -67.060 0.077 9-2 8 -0.372 8.168 -43.480 -108.900 -1.659 -63.690 0.067 14584 -0.838 15.600 -3.410 -102.900 -16454 -614080 0.065 9-2 9 -0.577 25.740 0 -54.980 -134.500 -14453 -46.190 0.054 1.138 -1.063 32.690 -42.200 -126.400 -16413 -38.750 0.054 9-2 10 -0.688 44.270 -134.800 -20.610 -1.203 -4.957 0.043 0.619 -1.210 49.730 -139.500 -66003 -1.161 7.119 0.044 9-2 11 -0.608 20.390 -171.500 90.750 -0.686 36.440 0.037 -0.146 -1.099 22.980 -185.600 116.500 -0.499 51.530 0.040 9-3 1 -0.704 -3.487 -173.900 -102.000 -0.216 -54.070 0.038 0.525 -1.111 -5.502 -196.700 -109.000 -0.119 -52.330 0.043 9-3 2 -1.016 -18.340 -109.000 1.322 -0.960 -1.474 0.036 -0.159 -1.581 -28.530 -169.500 2.057 -7.494 -2.293 0.056 9-3 3 -1.326 -31.200 -38.550 76.500 -1.594 36.290 0.050 -1.096 -2.063 -48.530 -59.960 119.000 -7.479 56.450 0.078 9-3 4 -1.220 -25.540 41.930 78.850 -0.411 54.400 0.066 -2.044 -1.898 -39.730 65,230 122.700 -0.639 84.620 0.102 9-3 11 5 -1.126 -18.020 98.780 91.030 -1.965 60.200 0.081 -2.834 -1.752 -28.040 153.700 141.600 -3.056 93.640 0.125 9-3 6 -0.447 -11.820 164.800 111.800 0.122 72.130 0.119 -3.721 -0.788 -13.220 . 200.200 130.600 0.175 84.420 0.144 9-3 7 -0.170 -0:839 162.100 73.560 49.540 0.129 -4.067 -0424 -0.313 195.200 884.950 -1.286 57.420 0.155 9-3 111 8 0.392 6.544 167.700 21.300 8.375 0.169 -2.828 0.136 5.485 102.400 11.820 -0.949 4.400 0.103 9-3 9 1.642 13.940 117.800 -59.560 .64.890 0.169 -2.301 0.904 8.725 71.830 -37.090 0.068 •40.090 0.103 9-3 10 1.947 8.301 84.520 -240.800 .7 -146.500 0.165 .2.367 1.104 5.244 51.200 -147.100 •0.450 -89.560 0.101 9-3 11 2.550 1.482 58.390 -305.500 M -198.200 0.160 -1.559 1.484 1.058 34.970 -186.200 -0.488 -120.900 0.097 9-4 1 3.333 1.119 -48.440 -291.000 -148000 0.755 0.207 1.950 0.814 -30.350 -177.000 0.324 -90.110 0.094 9.4 111 2 3.097 -10.120 -26.070 -197.600 -113.100 0.151 1.009 1.814 -.051 -16.890 -120.200 0.214 -68.830 0.092 9-4 3 2.565 -27.020 41.590 18.500 -71.500 0.148 1.930 1.499 -16.340 24.150 -29.540 -0.777 13.520 0.090 9-4 11 4 2.287 -28.120 118500 15.620 -34.930 0.145 2.208 1.339 -17.030 70.850 9.420 0.009 -21.290 0.088 9-4 5 2.300 -22.860 215.700 18.120 -1.019 -0.142 0.141 2.170 1.359 6'u 129.800 10.960 •0.620 -0.145 0.085 9-4 6 2.044 -11.940 278.100 39.430 0.001 26.110 0.133 2.439 1.208 259 167.800 23.920 0.010 15.810 0.081 9-4 7 7.747 2.616 372.400 73.780 0.636 45.990 0.722 2.603 1.035 550 188.600 44.770 0.396 27.690 0.074 9-4 8 1.367 79.350 319.000 97.630 1.045 57.610 0.107 2.763 0.810 680 1 192.800 59.230 0.648 34.940 0.065 9-4 9 1.073 36.940 292.700 101.500 1.210 69.410 0.087 2.817 0.599 330 ! 176.900 61.610 0.746 42.170 0.053 9-4 10 0.594 49.210 225.900 113.200 0.869 75.030 0.061 2.735 0.350 770 136.600 68.660 0.534 45.510 0.037 9-4 11 0.155 76.220 139.100 111.000 -2.163 70.440 0.032 2.568 0.090 120 84.140 67.340 -1.320 42.730 0.020 10-1 1 0.002 9.370 -4.261 -15.500 0.011 -15.570 0.028 0.045 -0.003 14 0 -10.030 -42.000 0.012 -39.500 0.070 10-1 2 0.002 9.179 -9.879 -14.940 0.013 -15.480 0.024 0.044 -0.004 17.750 -20.820 -40.350 0.037 -38.920 0.061 10-1 3 0.002 14.860 -17.470 -18.030 0.015 -19.730 0.021 0.061 -0.008 25.850 -36.280 -46.540 0.048 .50.500 0.053 10-1 4 0.005 21.160 -31.380 -24.430 0.038 -25.230 0.018 0.107 -0.017 36.130 -64.140 -60.250 0.065 -60.270 0.046 10-1 5 0.013 22.500 -46.520 -29.100 0.087 -26.000 0.015 0.119 -0.007 38.480 -91.340 -70.650 0.187 -61.110 0.039 10-1 6 0.008 29.160 -62.720 -29.920 0.092 -44.090 0.012 0.149 -0.029 47.410 -120.000 -71.380 0.216 -93.140 0.032 10.1 7 0.015 33.120 -84.540 -37.590 0.140 -45.300 0.010 0.193 .09031 53.990 .158.400 -84.730 0.283 -94.700 0.026 10-1 8 0.025 39.770 -109.200 -52.080 0.244 -50.290 0.008 0.264 -0.040 64.510 -202.400 -108.700 0.437 -102.100 0.021 10-1 9 0.015 71.100 -145.600 -36.170 0.385 -73.870 0.006 0.409 -0.060 108.900 -257.500 -97.720 0.592 -151.000 0.016 10.1 10 0.054 76.250 -200.700 -75.420 0.704 -66.640 0.004 0.441 -0.011 117.900 -348.000 -164.800 1.049 -139.200 0.010 10-1 17 0.014 90.070 -255.900 -77.100 0.899 .68.170 0.002 0.707 -0.100 137.800 -431.300 -159.000 1.352 -142.300 0.005 S V S0 Vail's Front Door Spa Lid Design Strip Forces Max M I.P . Max M Max M M- M Max M Max M Max M Max M Min M I.P . Min M Min M Min M Min M Min M Min M mm m ID Section Shear Axial Vertical Bending Torsion Dphm. Twist (kip - Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip - Deflection (Kips) (Kips) (Kips) (kip-1t) (kip-ft) Bandin ft) (inches) (Kips) (Kips) (Kips) (kip-tt) (kip-ft) Bending it) (inches) 10-2 1 -0.43 7 0.71 2 -69.080 -142.70 0 -95.68 0 019 5 -41.98 0 0.00 3 -1.23 9 2.47 5 -144.80 0 -373.10 0 -242.30 0 -0.196 -127.70 0 0.004 10-2 2 -0025 7 0664 3 -51.110 -58.23 0 -74623 0 -0.02 5 42.66 0 0.00 8 -0.81 5 2.24 2 -108.00 0 -197.70 0 -190.70 0 -0.670 -122.30 0 0.010 10-2 3 -0.11 2 0660 9 -44.480 5.95 7 -74.69 0 -0.11 2 -46.14 0 0.01 6 -0.52 9 1.94 7 -74.36 0 -84.93 0 -150.70 0 -0.826 -101.50 0 0.015 10-2 4 -0.02 8 0.64 8 -34.660 49.48 0 -67.87 0 -0.09 7 -54.97 0 0.02 6 -0.27 0 1.44 3 -44.24 0 -15.18 0 -96623 0 -0.358 -87.94 0 0.017 10-2 5. 0.07 0 0.46 5 -20.070 80.56 0 -60.16 0 -0.11 5 -52.08 0 0.03 0 -0.15 5 1.18 3 -29.75 0 27.32 0 -81.84 0 -06164 -74.30 0 0.021 10-2 6 0.10 9 0.30 0 -7.526 96.18 0 -57633 0 -0.25 4 -47.30 0 0.03 2 -0.11 4 0.98 1 -18.04 0 54.25 0 -75.02 0 -0.273 -65.08 0 0.023 10-2 7 - 0.10 9 0.12 5 6.613 97.85 0 -53.40 0 -0632 3 -41.05 0 0.03 1 0.07 0 0.08 0 4.25 1 62.90 0 -34.33 0 -0.208 -26.39 0 10-2 8 -0.07 3 0.55 0 14.540 85.22 0 -65.60 0 -0.23 4 -52.07 0 0.02 7 0.05 5 -0.02 6 14.85 0 51.88 0 -31.01 0 -0.256 -21.49 0 10-2 9 -0.20 9 0.48 7 70.560 50.77 0 -130.50 0 -0.73 8 -38.33 0 0.02 0 0.01 2 -0.16 0 57.31 0 13.55 0 -77.84 0 -0.539 -20.22 0 10-2 1 0 -0.09 5 -0.18 6 81.530 -77.81 0 -23.49 0 -0.41 9 -13.35 0 0.00 8 -0.14 8 -0.28 9 126.80 0 -121.00 0 -36.55 0 -0.652 -20.77 0 10-2 1 1 -0.16 7 -0.25 1 103.400 -207.70 0 -30.01 0 - -0.40 1 -6.00 9 0.00 3 -0041 7 0.12 5 169.50 0 -334.70 0 -58.37 0 -0.624 -78.49 0 10-3 1 -0.26 0 -0.00 5 -92.130 -213.70 0 34.89 0 -0.37 8 2.82 0 0600 5 -0.58 3 0.26 1 -151.40 0 -348.30 0 50.70 0 -0.682 -1.93 7 4 10-3 2 -0.46 0 -0.00 2 -59.580 -69.92 0 7.38 4 -0.34 3 11.37 0 0.01 7 -0.89 5 0.27 8 -97.93 0 -114.60 0 7.83 3 -0.566 13.83 0 10-3 3 -1.07 7 0125 2 -68.590 39010 0 26.97 0 -0096 5 26.09 0 0.04 8 -0.57 3 -0.01 4 -47.74 0 23.99 0 18.28 0 -0.562 17.93 0 0.029 10.3 4 -1.28 6 0.24 3 -46.070 138.80 0 49.26 0 -1.48 0 33.22 0 0.06 6 -0.70 2 -0.01 7 -28.03 0 84.990 31.22 0 -0.885 21.60 0 10-3 5 -1.41 7 0.592 -20.810 202.20 0 37.62 0 -0.682 45.26 0 0.07 8 -078 7 0.19 1 -12.610 123.700 23.23 0 -0.383 28.20 0 10-3 6 -1.75 4 0.46 3 12.430 220.00 0 81.06 0 -0.81 40.33 0 0.081 -0.99 0 0.13 3 7.570 134.400 49.300 -0.087 24.64 0 10-3 7 -1.586 0.916 394130 209.600 68.36 0 1.015 424240 0.076 -0.89 3 0.40 3 23.640 127.900 41.150 0.568 25.46 0 0.047 10-3 8 -1.619 1.111 71.390 137.800 814590 0.254 35.220 0.064 -0.910 0.51 8 43.430 84.050 494070 0.158 21.050 0.039 10-3 9 -0.830 0.575 60.760 -3.849 63.920 -06125 17.680 0.027 -1.481 10192 990930 -6.560 106.100 -0.254 29.840 0.045 10-3 10 -0.382 0.800 944720 -1376600 51.930 0.519 11.940 0.015 -0.740 1.580 155.800 -226.200 866540 0.831 20.460 0.024 10-3 11 -0.187 0.880 1296300 -365.700 97.160 0.740 -5.438 0.004 -0.424 14713 212.800 -601.400 161.000 1.123 -8.072 0.006 10-4 1 -0.515 14174 -143.700 -3594900 -143.100 0.717 -29.660 0.007 -0.942 16970 -2370000 -593.400 -235.200 1.254 -48.150 0.011 10-4 2 0.022 - 1.131 -94.610 -147.400 -88.430 0.459 -41.440 0.023 -0.061 1.899 -156.100 -2424700 -145.100 0.884 -67.590 0.038 10-4 3 (73 39 1.869 -123.600 11.940 -123.500 0.747 -694380 0.068 0.266 1.111 -74.920 6.922 -75.290 07420 -42.450 0.041 10-4 4 0.809 1.771 -90.160 191.700 -121.000 14170 -62.070 0.096 0.550 14050 -54.670 115.800 -73.690 0.705 -37.950 0.058 10-4 5 1.252 14512 -54.710 288.000 -69.880 -0.170 -60.580 0.116 0.818 0.896 -330180 174.200 -42.610 -0.151 -36.970 0.070 10-4 6 1.481 1.381 -32.810 365.500 -53.450 0.251 -50.140 0.127 0.957 0.819 -19.910 221.200 -32.600 0.126 -30.590 0.077 10-4 7 1.699 1.228 -11.290 401.100 -43.230 0.772 -374170 0.128 1.088 0.728 -6.867 242.800 -26.350 0.460 -22.680 0.078 104 8 2.119 0.928 11.980 402.200 -46.500 0.602 -236930 0.119 1.341 0.546 7.226 . 241500 -28.290 0.361 -14.610 0.072 104 9 2.332 0.537 32.430 350.100 -26320 -0.472 -15.800 00099 1.466 0.312 19.620 211.900 -16260 -0.302 -9.650 0.060 10-4 10 2.244 0.367 51480 264.800 -10.650 -0.431 -10.360 04071 1.411 0.215 31.160 160.300 -6.499 -0.276 -6.329 0.043 10-4 11 2.236 0.134 74.340 1410100 -6.313 -1.113 -6.049 00036 1.404 0.078 45.010 85.410 -3.858 -0.701 -3.703 0.022 17-1 1 -0.050 0.002 9.292 -10.100 63.080 -0.045 37.420 0.012 -0.155 0.014 27.320 -26.870 1080200 -0.089 54.430 0.010 11-1 2 -0.149 0.026 8.188 -17.670 95.620 0.001 51.930 0.012 -0.457 0.094 23.320 -59.090 154.200 0.078 73.340 0.009 11-1 3 -0.206 0.052 6.593 -23.390 990600 -0.083 52.340 0.013 -0.631 0.180 18.090 -81.220 159.000 -0.138 740810 0.009 11-1 4 -0.261 0.096 -7.389 -236570 70.660 0.179 48.040 0.014 -0.792 0.301 -8.232 -86.810 102.600 0.747 67.540 0.009 /7-1 5 -0.298 0.154 3.480 -12.320 76.100 0.166 42.230 0.015 -0.922 0.463 -8.123 -70.030 107.700 0.638 59.650 0.010 11-1 6 -0.261 0.140 -6.736 -9.211 57.340 06022 37.420 0.017 -0.809 0.405 -11.280 -63.700 85.840 0.360 53.090 0.012 11-2 1 -0.278 0.219 -8.289 7.429 444700 0.101 22.690 0.020 -0.876 0.620 -17.850 -324780 70.200 0.828 34.590 0.016 11-2 2 -0.389 0.301 -11.850 26.720 19.130 -0.178 11.870 0.030 -0.720 0.569 -15.930 3.958 29.230 0.073 18.160 0.018 1!-2 3 -0.398 04328 -16.800 49.540 -13.750 0.046 -6,487 0.034 -0.256 0.211 -10.800 31.850 -8.838 0.030 -46170 0.022 11-2 4 -0.772 0.711 -18.230 84.400 -30.680 0.244 -6.685 0.034 -0.280 0.256 -4.793 41.740 -24.630 -0.219 -10.730 0.029 11-2 5 -0.803 0.693 40.540 234830 86657 -0.176 -10.020 0.036 -0.321 0.253 274490 -6.537 -1.916 -0.394 -12.260 0.030 11-2 6 -04326 00190 86727 -49.490 -9.294 -0.132 -7.763 0.028 -0.507 0.295 136570 -76.990 -14.460 -0.206 -12.080 0.043 11-3 1 -0.363 0.190 -3.317 -54.360 -6.779 -06198 -5.383 0.030 -0.565 0.296 -5.159 -84.570 -10.550 -04308 -8.374 0.047 11-3 2 -0.412 0.197 -12.780 -20.020 -3.794 -06256 -3.046 04035 -0.640 0.306 -19.890 -31.140 -5.902 -0.398 3.739 04055 11-3 3 -0.965 0.609 -24.030 51.940 -2.193 -0.475 -1.130 0.067 -0.456 0.211 -14.750 30.330 -1.398 -01310 -0.852 0.047 11-3 4 -1.016 0.635 -19.440 124.500 4.980 -0.562 2.384 0.075 -0.494 04235 -11.900 74.790 1205 -0.346 1.496 04045 11-3 - 5 -1.014 0.662 -9.157 165.500 0.397 -04802 1.791 0.079 -0.501 0.263 -5.613 99.960 0.437 -0.444 1.179 0.048 11-3 6 -1.000 0.707 2.933 172.000 0.470 -0.920 1.932 0.079 -0.499 0.299 1750 104.100 0.429 -0.495 1.250 0.048 11-3 7 -0.883 0.810 27.570 1316000 -4295 0.883 -1.735 0.073 -0.440 0.379 164720 79.250 -2.658 0.430 -1101 0.044 11M3 8 -0.745 04808 33.950 47.330 4.551 0.537 -4.171 0.064 -0.364 0.392 20.590 28.510 2.634 0.269 -2.638 0.039 11-3 9 -0.316 0.445 24.210 -35.950 -74903 0.297 -3.843 0.033 -0.663 0.887 39.930 -58.880 -12.680 0.589 -6.078 0.054 11-3 10 -0.242 0.461 19.820 -1074500 -7.766 0.232 -3.861 0.028 -0.532 0.895 324720 -176.800 -12.430 0.449 -6.085 0.046 11-3 11 -0.171 0.468 6.010 -155300 -3.415 0.181 -1.920 0.027 -04407 0.890 9.974 -255700 -5.334 0.336 -2.925 0.045 11-4 1 -04111 0.480 -11.000 -149.900 2.649 0.163 0.693 0.030 -0.301 0.895 -186070 -247.000 4.529 0.271 1.314 04050 11-4 2 0.018 0.510 -29.320 -81.590 84565 0.240 4.026 0.038 -0.080 0.919 -48.330 -134.400 14.100 0.495 6.692 0.063 11-4 3 0.095 0.508 -30.870 -46883 2.651 0.169 2.810 06049 0.049 0.902 -50.900 -7.912 4.295 06306 4.642 0.081 114 4 0.186 0.879 -47320 114.800 11.510 04462 5.531 0.099 0.176 0.500 -28.700 69490 7.032 01296 3.363 0.060 11-4 5 0.459 0.769 -310280 228.300 7.119 -0.010 3.527 0.115 0.341 0.443 -18.970 138.200 4.375 -06058 2.166 0.070 11-4 6 09600 0.683 -18.920 2954500 44858 4010 2.179 0.124 0.426 0.395 -11.480 179.000 3.004 -0.040 1.354 0.075 114 7 0.727 0.586 -5.476 329.800 3.026 0.064 1.130 0.125 0.502 0.339 -3.331 199.700 14894 0.021 0.724 0.076 114 8 0.839 0.481 84555 330.000 11637 0.202 0.408 0.116 0.570 0.279 5.170 1996900 1.052 0.121 0.290 070 114 9 0.954 0.349 25.780 292.700 1.340 0.042 -0.108 0.096 0.638 0.202 15.600 177.300 0.873 0.019 -0.019 0.058 114 10 1.048 0.214 43.590 226.700 06248 -0178 -0.380 0.070 0.695 0.124 26.390 137.300 0.213 -04123 -0.179 0.042 114 11 1.128 0.078 62.450 119.500 0.123 -0.554 -0.352 0.035 0.741 0.045 37.820 72.400 0.136 -04366 -0.168 0.021 12-1 1 -0.052 0.021 12.820 -16.090 -32.550 - 0.038 -16400 0.000 -0.171 0.073 24.130 -33.940 -66.760 0.136 -34.930 0.001 12-1 2 -0.051 0.020 12.680 -21.210 -32.820 0.011 -17.170 0.000 -0.168 0.071 23.830 43.110 -66.890 0.053 -36.260 0.001 12-1 3 -0.104 0.037 17.330 -29.250 -31.970 0.043 -17.600 0.000 -0.348 0.132 30.620 -60.190 -61.760 0.189 -35.380 0.001 12-1. 4 -0.107 0.036 19.830 -37.410 -38.260 -0.008 -18.200 0.000 -0.355 0.133 34.590 -74.330 -71.110 0.031 -34.780 0.001 12-1 511 -0.106 0.035 21.290 -46.960 -38.510 -0.062 -18.050 0.000 -0.352 0.131 36.820 -90.580 -71.530 -0.136 -34.490 0.001 12 -1 6 -0.106 0.033 21.280 -56.530 -39.780 -0.115 -17.870 0.000 -0.350 0.129 36.770 -106.800 -73.500 -0.302 -34.200 0.000 12-2 1 -0.224 0.460 -51.250 -29.800 -61.070 -0.265 -11.940 0.003 -0.520 0.723 -91.350 -58.480 -99.850 -0.451 -16.240 0.005 12-2 2 -0.485 0.720 32.940 66.510 -10.970 -0.349 -1.393 0.011 -0.193 0.436 -23.230 39.060 -10.960 -0.227 -4.436 0.006 12-2 3 -0.514 0.722 3.780 89.550 60.040 -0.188 4.736 0.014 -0.207 0.414 3.462 50.590 28.530 -0.133 -1.25811 0.008 12-2 1 4 -0.597 0.764 37.490 76.480 58.380 0.056 3.361 0.012 -0.27211 0.646 30.190 34.390 22.270 -0.094 -5.053 0.008 12-2 5 -0.248 O A94 63.550 -46.940 -37.090 -0.055 -2.242 0.004 -09385111 0.768 98.860 -73.010 -57.690 -0.086 -3.488 0.007 12-2 6 -0,328 0.476 95.690 -180.400 -5.872 -0.002 -5.208 0.001 -0777 0.978 162.100 -298.400 -6.750 0.150 -5.230 0.002 12-3 1 -0.322 0.212 -93.370 -186.600 -13.080 -0.074 -5.866 0.006 -0.723 0.389 -155.200 -312.700 -19.840 -0.024 -7.277 0.009 12-3 2 -0.366 0.219 -64.360 -34.810 -9.149 -0.111 -4.672 0.019 -0.804 0.427 -107.000 -59.920 -13.800 -0.112 -5.97911 0.030 12-3 3 -0.856 0.461 -71.090 89.830 -8.565 -0.247 -4.312 0.051 -0.396 0.227 -42.790 65.220 -5.741 -0.165 -3.330 0.031 12-3 4 -0.885 0.490 -43.960 175.400 -4.224 -0.365 -2.693 0.067 -0.413 0.234 -26.450 106.700 -2.923 -0.211 -2.108 0.041 12-3 5 -0.872 0.504 -21.210 212.000 -2.353 -0.518 -1.316 0.076 -0.409 0.237 -12.720 128.600 -1.650 -0.273 -1.102 0.046 12-3 6 -0.785 0.540 18.230 208.900 -0.250 0.991 -0.251 0.078 -0.365 0.251 11.120 126.700 -0.224 0.447 -0.269 0.047 12-3 7 -0.716 0.562 38.280 173.700 0.281 0.810 -0.115 0.071 -0.329 0.261 23.260 105.200 0.126 0.365 144 0.043 12-3 8 -0.643 0.593 61.220 99.790 0.063 0.648 0.223 0.057 -0.291 0.274 37.150 60.300 0.005 0.292 083 0.035 12-3 9 -0.248 0.281 53.880 -13.140 1.964 0.212 0.330 0.024 -0.560 0.615 88.840 -21.220 3.293 0.469 614 0.039 12-3 10 -0.212 0.286 76.730 -126.300 4.827 0.147 - 0.689 0.012 -0 491 0.640 126.500 -207.700 8.023 0.321 197 0.020 12-3 11 -0.184 0.289 108.500 -306.100 10.130 0.062 1.043 0.003 -0.438 0.659 179.000 -504.200 16.780 0.137 785 1 0.005 12-4 1 -0.049 0.382 -118.500 -296.200 -8.170 0.032 0.599 0.006 -0.198 0.581 -795.900 -489.800 -13.540 0.069 008 0.010 12-4 2 -0.004 0.366 -72.580 -120.500 -0.394 0.102 1.288 0.022 -0.118 0.580 -119.900 -199.300 -0.685 0.282 130 0.036 12-4 3 -0.066 0.565 -93.880 6.246 -2.962 0.133 5.073 0.065 0.026 0.350 -56.810 3.936 -1.771 0.054 077 0.039 12-4 4 -0.005 0.548 -73.800 154.100 4.521 0.176 4.165 0.097 0.063 0.334 -44.660 93.450 2.767 0.120 2.5391 0.055 72-4 5 0.132 0.479 -39.260 243.700 6.057 0.068 4.844 0.112 0.147 0.285 147.700 47.700 3.714 -0.016 2.969 0.068 12-a 6 0.213 0.429 -22.660 308.400 6.107 0.049 4.913 0.123 0.198 0.253 86.800 3.754 -0.009 3.021 0.075 72-4 7 0.296 0.371 -7.019 339.100 5.886 0.067 4.807 0.125 0.249 0.217 05.400 3.629 0.021 2.966 0.076 12-4 8 0.379 0.308 8.128 336.500 5.627 0.124 4.685 0.117 0.301 0.179 03.900 3.480 0.074 2.900 0.071 12-4 9 0.477 0.227 26.13 296.800 6.186 0.048 4.480 0.097 0.361 0.131 W 9.800 3.826 0.022 2.784 0.059 12-4 10 0.573 0.142 44.140 229.500 4.975 -0.081 4.506 0.070 0.420 0.082 9.100 3.099 -0.067 2.808 0.043 12-4 11 0.672 0.053 63.350 121.300 4.04 -0.322 3.893 0.035 0.479 0.030 3.460 3.056 -0.232 2.428 0.021 -0.136 0.159 -6.047 20.810 33.790 0.381 22.900 0.044 -0.053 0.081 11.620 19.770 0.213 12.690 0025 -0.146 0.244 0.091 15.740 0.730 21.080 0.045 0. 0.127 10.530 9.453 0.386 12.070 0.026 13-1 3 -0.175 0.270 5.447 10.850 22.730 0.695 10.770 0.043 -0.035 0207 2.978 5.261 20.100 0.602 8.288 0.032 13-1 4 -0.019 0.200 5.620 -10.520 9.309 0.475 4.037 0.028 -0.131 0.381 70.120 -17.000 14.900 0.728 7.031 0.048 13-1 5 -0.092 0.264 4.180 -27.650. 1.377 0.289 4.102 0.029 -0.253 0.485 7.691 - -46.310 1.307 0.548 6.923 0.050 13-1 6 -0.222 0.315 -1.205 -39.110 -1.199 0.160 6.756 0.032 -0.475 0.568 -1.323 -66.310 -2.849' 0.362 11.260 0.054 st!A Vail's Front Door Spa Lid Design Strip Forces Max V I. P. Max V Maz v Max V Max V Max V Max V Max V V I.P. ' Min V Min V Min V Min V Min V Min V Min V Max P I.P ID Section Shear Axial Vertical Bending Torsion Dphm. Twist (kip- ,o Deflectio n n Shea" hear Axial Vertical Bending Torsion Dphm. Twist ( kip - Deflectio . n Shear (Kips) (Kips) (Kips) (kip-ft) (kip-it) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending fl) (inches) (Kips) 70-2 1 1 -0.43 7 0.712 -69.080 -142.70 0 .95.680 0.19 5 -41.980 0.00 3 -1.239 2.47 5 -144.80 0 -373.100 -242.30 0 -0.19 6 -127.70 0 0.00 4 -1.239 0-2 2 -0.25 7 0.643 -51.110 -58.23 0 -74.230 -0.02 5 -42.660 0.00 8 -0.81 5 2.24 2 -108.00 0 -197.700 -190.70 0 -0.67 0 -122.30 0 0.01 0 -0.815 10-2 3 0.12 4 0.555 -36.470 -2.36 1 -61.330 -0.12 9 -38.360 0.01 3 -0.522 1.97 9 -79.17 0 -79.940 -158.70 0 -0.81 5 -106.10 0 0.01 7 -0.522 10-2 . 4 -0.01 8 .0.417 -22.280 31.810 -43.630 -0.06 2 -35.340 0.01 7 -0.276 1.58 2 -51.67 0 -4.579 -110.80 0 -0.37 9 -93.72 0 0.02 3 -0.276 10-2 5 0.04 5 04299 -12.900 51.790 -38.680 -0.07 4 -33.480 0.02 0 -0.140 1428 3 .34.05 0 44.580 -94.73 0 -0.18 9 -85.45 0 0.02 7 -0.140 10-2 6 0012 3 06182 -3.638 77.180 -45.050 .0.21 3 -36.860 0.02 5 -0.123 1.05 1 -20.37 0 65.650 -82.39 0 -0.29 8 -71.350 0.02 7 -0.123 10-2 7 0.12 2 0.049 8.133 73.930 -42.330 -0.27 5 -32.060 0.02 4 -0.107 0.81 6 - -6.38 3 83.350 -72.95 0 -0.29 2 -60.570 0.02 8 -0.107 10.2 8 0.08 6 -0.040 23.100 806700 -484230 -0.39 9 -33.430 0.02 8 -0.091 0.55 8 9.59 5 67.930 -55.26 0 -0.14 8 -44.900 0.02 2 -0.098 10-2 9 -0.19 4 0.447 75.950 460110 -136.100 .0.79 8 -40.580 0.02 1 -0.013 -0.09 4 48.33 0 21.320 -68.51 0 -0.43 9 -16.480 0.01 3 -0.209 10-2 1 0 -0.32 5 0.283 133.500 -118.900 -50.580 -0.77 5 -32.650 - 0.01 2 -06095 -0.18 6 81.53 0 -77.810 -23.49 0 -0141 9 -130350 0.00 8 -0.293 10-2 1 7 -0.41 7 0.125 169.500 -334.700 -58.370 -0.62 4 -18.490 0.00 4 -0.167 -0.25 1 103.400 -207.700 -30.01 0 -0.40 1 -6.009 0.00 3 -0.362 10-3 1 -0.26 0 -0.005 -92.130 -213.700 34.890 -0.37 8 2.820 0.00 5 -0.583 0.26 1 -151.400 -3484300 50.70 0 -0.68 2 -1.937 0.00 8 .0.559 10.3 2 -0.46 0 -0.002 -59.580 -69.920 7.384 -0.34 3 11.370 0601 7 -0.895 0627 8 -97.930 -114.600 7.83 3 -0.56 6 13.830 0.02 7 -0.838 10-3 3 -0.57 3 -0.014 .41.740 23.990 184280 -0.56 2 17.930 0.02 9 -1.077 0.25 2 -68.590 39.100 26.97 0 -0.96 5 26.090 0.04 8 -1.003 10-3 4 -0.70 2 -0.017 -28.030 84.990 31.220 -0.88 5 21.600 0.04 0 -1.286 0.24 3 -46.070 1384800 49.26 0 -1.48 0 33.220 0.06 6 -1.193 10-3 5 -0.78 7 0.191 -126610 123.700 23.230 -0.38 3 28.200 0.04 7 -1.417 0.59 2 -204810 202.200 37.62 0 -0.68 2 45.260 0.07 8 -1 417 10-3 6 -1.75 4 0.463 12.430 220.000 81.060 -0.08 1 40.330 0.08 1 -0.990 0.13 3 7.570 134.400 49.30 0 -0.08 7 24.640 0.05 . 0 -1.754 10-3 7 -7.58 6 0.916 39.130 209.600 68.360 1.01 5 42.240 0.07 6 -0.893 0.40 3 23.840 127.900 41.15 0 0.56 8 25.460 0.04 7 -1.586 10-3 8 -1.61 9 1.111 71.390 137.800 81.590 0625 4 35.22 0 0.06 4 -0.910 0.51 8 43.430 84.050 49.07 0 0615 8 21.050 0.03 9 -1.679 10-3 9 -1.48 1 1.192 99.930 -6.560 106.100 -0.25 4 29.84 0 0.04 5 -0.830 0.57 5 60.760 -3.849 63.92 0 -0.12 5 17.680 0.02 7 -1,481 10.3 1 0 -0.74 0 1.580 155.800 -226.200 86.540 0.83 1 20.46 0 0.02 4 -0.382 0.80 0 94.720 -137.600 51.93 0 0.51 9 11.940 0.01 5 -0.740 10-3 1 1 -0.42 4 1.773 212.800 -607.400 161.000 1.12 3 -8.07 2 0.00 6 -0.187 0.88 0 129.300 .365.700 97.160 0474 0 -5.438 0.00 4 -0.424 10-4 1 -0.51 5 1.174 -143.700 -359.900 -143.100 0.71 7 -29.66 0 0.007 -04942 1.97 0 -2376000 -593.400 -235.200 1.25 4 -48.150 0.01 1 -0.942 10-4 2 0.02 2 1.131 -94.610 .147.400 -88.436 0.45 9 -41.44 0 0.02 3 -0.061 1.89 9 -156.100 -242.700 -145.100 0.884 -67.590 0.03 8 -0 061 10-4 3 0.26 6 14111 -74.920 64922 -75.290 0.420 -02.45 0 0.041 0.339 1.86 9 -123.600 11.940 -123.500 0.747 -69.380 0.06 . 8 0.339 10-4 4 0.55 0 1.050 -54.670 115.800 -73.690 0.70 5 -37.95 0 0.058 0.809 1.771 -904160 191.700 -121.000 14170 -62.070 0.096 0.809 104 5 0.81 8 0.896 -33.180 174.200 -42.610 -0.151 -36.97 0 0.070 1.252 1.512 -546710 288.000 -69.880 -0.170 -60.580 0.716 1.252 104 6 0.957 0.819 -19.910 221.200 -32.600 0.126 -30.59 0 0.077 1.481 1.381 -32.810 365.500 -53.450 0.251 -50.140 0.127 1.481 10-4 7 1.088 0.728 -6.867 242.800 -26.350 0.460 -22.68 0 0.078 1.699 1.228 .114290 1 401.100 -43.230 0.772 -37.170 0.128 1.699 10-4 8 2.119 0.928 11.980 402.200 -46.500 0.602 -23493 0 0.119 1.341 06546 7.226 243.500 -28.290 0.361 -14.610 0.072 2.119 10.4 9 2.332 0.537 32.430 350.100 -26720 -04472 -15.80 0 0.099 1.466 0.312 19.620 211.900 -16.260 -0.302 -9.650 0.060 11 2.332 1 0-4 10 2.244 0367 51.480 264.800 -10.650 -0.431 -10.36 0 0.071 1.411 0.215 31.160 160.300 -6.499 -0.276 -6329 0.043 2.244 10-4 11 2.236 0.134 74340 141.100 -64313 -14113 -6.04 9 06036 1.404 0.078 45.010 85.410 -34858 -0.707 -3.703 0.022 2.236 11-1 1 -0.155 0.014 27320 -26.870 1080200 -0.089 54.43 0 0.010 -0.050 0.002 9.292 -10.100 63.080 -0.045 37.420 0.012 -0.155 11-1 2 -0.457 04094 21320 -59.090 154200 06078 73.340 0.009 -0.149 0.026 8.188 -17.670 95.620 0.001 51.930 0.012 -0.460 3 -0.631 0.180 18.090 -816220 1594000 -0.138 74.810 0.009 -0.206 0.052 6.593 -23.390 990600 -04083 52.340 0.013 -0.637 11-1 4 -0.245 0.088 -5.712 -25.870 57.640 0.779 39400 0.011 -0.801 0.306 -9.238 -85.420 770.400 0.746 72.730 0.011 -0.801 11-1 5 -04281 0.141 -3.815 -16.860 62.100 0.158 34260 0.012 -0.932 0.471 -8.522 -67.300 116.100 0.643 64.440 0.012 -0.932 11-1 6 -0247 06124 -5.832 -13.730 46.330 0.040 30.140 0.013 -0.817 0.415 .11 -60.980 92.450 0349 57.450 0.014 -0.817 11-2 1 -0.266 0.193 -7.855 1.149 35.840 0.133 18.030 0.016 -0.883 0.635 -18.110 -29.010 75.520 0.809 37390 0.01 8 -0.883 11-2 2 -0.259 0.223 -7.153 234160 16.510 -0.172 9.756 0.023 -0.798 0.616 -18.750 6.095 30.800 0.069 19.430 22 0.0 -0.804 11-2 3 -0.264 0.243 -10.000 356620 -10.830 -0.054 -5.006 0.026 .0.779 0.687 -25.750 444820 -1.503 0.680 04553 0.029 -0.784 11-2 4 -0.280 0.256 -4.793 41.740 -24.630 -0.219 -10.730 0.029 -0.772 0711 -18.230 84.400 -30.680 0.244 -6.685 0.034 -06780 11-2 5 -0.816 0.714 42.150 18.200 7.855 -0.248 -11.500 0.041 -0.299 0.219 24.800 2.848 -0.579 -0.273 -9.795 0.026 -0.816 11-2 6 -0.791 06608 15.380 -64'470 -8.568 0.117 -8128 0.041 -0.360 0.216 8.678 -64.140 -11.820 4221 -9.822 0.033 -0.811 11-3 1 -06579 0.271 -3.080 -72.210 -8.662 -04220 -6.903 0.042 -0.408 0.216 -5.396 -66.730 -8.663 -0.286 -6.854 0.036 -0.851 11-3 2 -0.412 0.197 -12.780 -20.020 -3.794 -0.256 -3.046 0.035 -06910 0.604 -20.600 -29.740 -5.177 -0.318 4.055 0.058 -0.910 11-3 3 -0.456 0.211 -14.750 30.330 -1.398 -0.310 -0.852 0,041 -0.965 0.609 -24.030 51.940 -2193 -0.475 -1.130 0.067 -0.965 11-3 4 -0.494 04235 -11.900 74.790 3.205 -0.346 1.496 0.045 -14016 0.635 -19.440 124.500 4.980 -0.562 2.384 0.075 -16076 11-3 5 -0.501 0.263 -5.613 99.960 0.437 -0.444 1.179 0.048 -1.014 0.662 -9.157 165.500 0.397 -0.802 1.791 0.079 -1.014 11-3 6 -1.000 0707 2.933 172.000 0.470 -0.920 1.932 0.079 -0.499 0.299 1.750 104.100 0.429 .0.495 1.250 0.048 -1.000 11-3 7 -0.883 0.810 276570 131.000 -4.295 0.883 -14735 0.073 -0.440 0.379 16.720 796250 -2.658 0.430 -1.101 0.044 -0.883 11-3 8 -0.745 0.808 33.950 47.330 4.557 0.537 4,171 0.064 -0.364 0.392 20.590 28.510 2.634 0.269 -2.638 0.039 -0.745 11-3 9 -04663 0.887 39.930 -58.880 -12.680 0.589 -6.078 0.054 -0.316 0.445 24.210 -35.950 -7.903 0.297 -3.843 0.033 -0.663 11-3 11 10 -0.532 0.895 32.720 -176.800 -12.430 0.449 -64085 0.046 -0.242 0,461 19.820 -107.500 -7.766 0.232 -3.861 0.028 -0.532 71-3 11 -0.407 0.890 94974 -255.700 -5.334 0.336 -2.925 0.045 -0.171 0.468 6.010 -155.300 .3.415 0.181 -1.920 0.027 -0.407 11-4 1 -0.171 0.480 -11.000 -149.900 2.649 0.163 0.693 0.030 -0.301 0.895 -18.070 -247.000 4.529 0.271 1.314 0.050 -0.301 11-4 2 0.018 0.510 -29.320 -81.590 8.565 0.240 4.026 0.038 -04080 0.919 -48.330 -134.400 14.100 0.495 6.692 0.063 -0.080 11-4 3 06095 0.508 -30.870 -44883 2.651 0.169 2.810 0.049 0.049 0.902 -50.900 -7.912 4.295 0.306 4.642 0.081 0.049 1 11-4 4 0.176 04500 -28.700 69.490 7.032 0.296 3.363 0.060 0.186 0.879 -47.320 114.800 11.510 0.462 54531 ' 11.4 5 0.341 0.443 -18.970 138.200 4.375 -0.058 2.166 0.070 0.459 0.769 -31.280 228.300 7.119 -0.010 3.527 0.115 0.459 t 1-4 6 0.426 0.395 -11.480 179.000 3.004 -0.040 1.354 0.075 0.600 0.683 -18.920 295.500 4.858 .0.010 2.179 0.124 0.600 11-4 7 0.502 06339 -3.331 199.700 1.894 0.021 0.724 0.076 0.727 0.586 -5.476 329.800 3.026 0.064 1.130 0.125 0.727 11-4 8 0.839 0.481 8.555 330.000 1.637 0.202 04408 0.116 0.570 0.279 5.170 199.900 1.052 0.121 0.290 0.070 0.839 11-4 9 0.954 0.349 25.780 292.700 1.340 0.042 -0.108 0.096 0.638 0.202 15.600 177.300 0.873 0.019 -0.019 0.058 0.954 114 10 1.048 0.214 43.590 226.700 0.248 -0.178 -0.380 0.070 0.695 0.124 26.390 137.300 0.213 -0.123 -0.179 0.042 1.048 11-4 111 11 1.128 0.078 62.450 119.500 0.123 -0.554 -0.352 0.035 0.741 0.045 37.820 72.400 0.136 -0.366 -0.168 0.021 7 128 12-1 1 -0.171 0.073 24.13 -33.940 .66.760 0.136 -34.930 0.001 -0.052 0.021 12.820 -16.090 .32.550 0.038 -16,400 0.000 . -0.171 12-1 2 -0.168 0.071 23.830 -43.110 -66.890 0.053 -36.260 0.001 .0.051 0.020 12.680 -21.210 -324820 0.077 -17.170 0.000 -0.167 12-1 3 -0.348 0.132 30.820 -60.190 -67.760 0.189 -35.380 0.001 . -0.104 0.037 17.330 -29.250 -31.970 0.043 -17.600 0.000 -0.345 12-1 4 -0.355 0.133 34.590 -74.330 -71.110 0.031 -34.780 0.001 -0.107 0.036 19.830 -37.410 -38.260 -0.008 -18.200 0.000 -0.351 12-1 5 -0.352 0.131 36.820 -90.580 -71.530 -0.136 -34.490 0.001 -0.106 0.035 21.290 46.960 -38.510 -0.062 -18.050 0.000 -0.349 12-1 6 -0.350 0.129 36.770 -106.800 -73.500 -0.302 -34.200 0.000 -0.106 0.033 21.280 .56.530 -39.780 -0.115 .17.870 0.000 -0.346 12-2 1 -0.224 0.460 -51.250 -29.800 .61.070 -0.265 -11.940 0.003 -0.520 0.723 -91.350 -58A80 -99.850 -0.451 -16.240 0.005 -0.520 12-2 2 -0.193 0.436 -23.230 39.060 -10.960 -0.227 -4.436 0.006 -0.485 0.720 -42.940 66.510 -10.970 -0.349 -1.393 0.011 -0.485 12-2 3 -0.321 0.644 5.385 78.690 44.380 -0.207 -1.957 0.012 -0.445 0.584 2.626 72.690 50.530 -0.143 5.156 0.011 -0.514 12-2 4 -0.616 0.876 40.610 74.410 56.720 0.035 1.883 0.013 -0.239 0.461 24.980 37.830 25.030 -0.060 -2.590 0.007 -0 616 12-2 5 -0.650 0.993 109.000 -71.410 -57.090 0.076 1.190 0.008 -0.248 0.494 63.550 -46.940 .37.090 -0.055 -2.242 0.004 . -0.650 12-2 6 -0.777 0.978 162.100 -298.400 -6.750 0.150 -5.230 0.002 -0.328 0.476 95.690 -180.400 .5.872 -0.002 -5.208 0.001 -0.777 12-3 7 -0.322 0.212 -93.370 -186.600 -13.080 -0.074 -5.866 0.006 -0.723 0.389 -155.200 -312.700 -19.840 -0.024 -7.277 0.009 -0.723 12-3 2 -0.366 0.219 -64.360 -34.810 -9.149 -0.111 -4.672 0.019 -0.804 0.427 -107.000 -59.920 -13.800 -0.112 -5.979 0.030 -0.804 12-3 11 3 -0.396 0.227 -42.790 55.220 -5.741 -0.165 -3.330 0.031 -0.856 0.461 -71.090 89.830 -8.565 -0.247 - -4.312 0.051 -0.856 12-3 4 -0.413 0.234 -26.450 106.700 -2.923 -0.211 .2.108 0.041 -0.885 04901 -43.960 175.400 4.224 -0.365 -2.693 0.067 -0.885 12-3 5 -0.409 0.237 -12.720 128.600 -1.650 -0.273 -1.102 0.046 -0.872 0.504 -21.210 212.000 -2.353 -0.518 -1.316 0.076 -0.872 12-3 6 -0.785 0.540 18.230 208.900 -0.250 0.991 -0.251 0.078 -0.365 0.257 11.120 126.700 -0.224 0.447 -0.269 0.047 -0.785 12-3 7 -0.716 0.562 38.280 173.700 0.281 0.810 -0.115 0.071 -0.329 0.261 23.260 105.200 0.126 0.365 -0.144 0.043 -0.716 12.3 B -0.643 0.593 61.220 99.790 0.063 0.648 0.223 0.057 -0.291 0.274 37.150 60.300 0.005 0.292 0.083 0.035 -0.643 12-3 9 -0.560 0.615 88.840 -21.220 3.293 0.469 0.614 0.039 -0.248 0.281 53.880 -13.140 1.964 0.212 0.330 0.024 -0.560 12-3 10 -0.491 0.640 126.500 -207.700 8.023 0.321 1.197 0.020 -0.212 0.286 76.730 -126.300 4.827 0.147 0.689 0.012 -0.491 12-3 11 -0.438 0.659 179.000 -504.200 16.780 0.137 1.785 0.005 -0.784 0.289 108.500 -306.100 10.130 0.062 1.043 0.003 -0.438 12-4 1 -0.049 0.382 -118.500 -296.200 -8.170 0.032 0.599 0.006 -0.198 0.581 -195.900 -489.800 -13.540 0.069 1.008 0.010 -0.076 12-4 2 -0.004 0.366 -72.580 -120.500 -0.394 0.102 1.288 0.022 -0.118 0.580 -179.900 -199.300 -0.685 0.282 2.130 0.036 -0.118 12-4 11 3 0.026 0.350 -56.870 3.936 -1.771 0.054 3.077 0.039 -0.066 0.565 -93.880 6.246 -2.962 0.133 5.073 0.065 -0.066 124 4 0.063 0.334 -44.660 93.450 2.767 0.120 2.539 0.055 -0.005 0.548 -73.800 154.100 4.521 0.176 4.165 0.091 -0.005 12-4 5 0.147 0.285 -23.760 147.700 3.714 -0.016 2.969 0.068 0.132 0.479 -39.260 243.700 6.057 0.068 4:844 0.112 0.132 12-4 6 0.198 0.253 -13.710 186.800 3.754 -0.009 3.021 0.075 0.213 0.429 -22.660 308.400 6.107 0.049 4.913 0.723 0 213 12-4 111 7 0.249 0.217 -4.242 205.400 3.629 0.027 2.966 0.076 0.296 0.371 -7.019 339.100 5.886 0.067 4.807 0.125 . 0.296 12-4 8 0.379 0.308 8.128 336.500 5.627 0.124 4.685 0.117 0.301 0.179 4.931 203.900 3.480 0.074 2.900 0.071 0.379 12-4 9 0.477 0.227 26.130 296.800 6.186 0.048 4.480 0.097 0.361 0.131 15.840 179.800 3.826 0.022 2.784 0.059 0.477 72-4 10 0.573 0.142 44.140 229.500 4.975 -0.087 4.506 0.070 0.420 0.082 26.740 139.100 3.099 -0.067 2.808 0.043 0.573 12-4 11 0.672 0.053 63.350 121.300 4.904 -0.322 3.893 0.035 0.479 0.030 38.380 73.46 0 3.056 -0.232 2.428 0.021 0.672 13-1 1 -0.053 0.081 -3.941 11.620 19.770 0.213 12.690 0.025 -0.083 0.725 -6.131 18.08 30.750 0 0.331 79.730 0.039 -0.136 73-1 2 -0.133 0.217 0.345 18.920 14.080 0.642 19.730 0.042 -0.069 0.172 -0.748 10.720 12.220 0.533 14.260 0.030 -0.146 13-1 3 -0.125 0.302 5.519 10.590 25.580 0.787 11.760 0.046 -0.019 0.154 2.858 5.694 15.350 0.450 6.640 0.027 .0.125 13-1 4 -0.131 0.381 10.120 -17.000 14.900 0.728 7.031 0.048 -0.019 0.200 5.620 -10.520 9.309 0.415 4.037 0.028 -0.131 13-1 5 -0.253 0.485 7.691 -46.310 1.307 0.548 6.923 0.050 -0.092 0.264 4.180 -27.650 1.377 0.289 4.102 0.029 -0.253 13-1 6 -0.443 0.578 -0.891 -61.650 -3.660 0.318 9.899 0.050 -0.275 0.399 -1.925 -46.890 0.153 0.232 9.032 0.039 -0.475 S 13Z Vail's Front Door Spa Lid Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P Min P Min P Min P Min P ID I Section Axial Vertical Bending Torsion Dphm. Max. Twist(kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) 10-2 1 2.475 -144.800 -373.100 -242.300 -0.196 -127.700 0.004 -0.437 0.712 -69.080 -142.700 -95.600 0.195 -41.980 0.003 0 008 10-2 2 2.242 -108.000 -197.700 -190.700 -0-670 -122.300 0.010 -0.257 0.643 -51.110 -58.230 -74.230 -0.025 -42.660 4 10-2 3 1.979 -79.170 -790940 -158.700 -0.815 -106.100 0.017 -0124 0.555 -36.470 -2.361 -614330 -0.129 -38.360 0.013 10-2 4 10582 -514670 4.579 -1104800 -0.379 -93.720 0.023 -00018 01417 -220280 310810 -430630 -0.062 -35340 0.017 10-2 5 1.283 -34.050 44.580 -94.730 -0.189 -65.450 0.027 04045 0.299 -12.900 51.790 -38.680 -0.074 -33 480 04020 10-2 - 6 1.051 -204370 65.650 -82.390 -0.298 -71.350 0.027 0.123 0182 -3.638 77.180 -450050 -0213 -360860 04025 10-2 7 0.816 -6.383 83.350 -72.950 -0292 -60.570 0.028 0.122 04049 8.133 73.930 -42.330 -0.275 -32.060 0.024 10-2 8 0.580 104740 83.240 -60390 -0.180 -49.280 04025 0.097 -04076 21.190 55.190 -39.690 -0346 -260130 0.021 10.2 9 0.487 70.560 50.770 -130.500 -0.738 -38.330 0.020 0.012 -0.160 57.310 73.550 -77.840 -0.539 -20.220 0.015 10-2 10 0.344 106.300 -93.070 -42350 -0.635 -28.200 0.010 -0.148 -0.289 126.800 -121.000 -36.550 -0.652 -20.770 0.012 10-2 11 0209 135.100 -265.400 48360 -09491 -16.490 0.003 -0.259 -0.391 160.800 -323.100 -46.690 -0.624 -9 .347 0.004 10-3 1 0.299 -139.900 -322.100 46.760 -0.623 -2.183 0.007 -0.300 -0.069 -111.200 -257.300 41.460 -0.478 3229 . 0.006 10.3 2 0.312 -90.410 -106.600 64937 -0.517 12.470 0.025 -0.555 -0.059 -72.110 -83.230 8.878 -0.426 13.640 0.027 10-3 3 0.284 -61290 34.980 24.660 -0.887 23.850 00044 -0.695 -0.067 -50.580 300860 221130 -0.692 214670 0.036 10-3 4 0.272 -42.510 126.700 454220 -1.354 30.430 0.060 -0.856 -0.065 -31960 105.100 37.940 -7.095 264240 0.049 10-3 5 00592 -20.810 202200 37.620 -0.682 45.260 0.078 -0.787 04191 -12.610 123700 23.230 -0.383 28.200 0.047 10-3 6 0.463 12.430 220.000 81.060 -0.081 40.330 0.081 -0.990 0.133 74570 1346400 494300 -0.087 24.640 06050 10.3 7 0.916 39.130 209.600 680360 14.015 42.240 0.076 -0.893 00403 23.840 1276900 41.150 0.568 25.460 0.047 10-3 8 1.711 71.390 137.800 81.590 0.254 35.220 0.064 -0.910 0.518 41430 84.050 49.070 0.158 21.050 0.039 7 10-3 9 1.192 99.930 -6.560 106.100 -0.254 29.840 0.045 -0.830 0.575 60760 -3.849 63.920 -0.125 17.680 027 10-3 10 1.580 155.800 -2266200 86.540 0.831 20.460 0.024 -0.382 0.800 94.720 -137.600 51.930 0.519 11.940 04015 11 1.713 212.800 -601.400 161.000 1.123 -8.072 0.006 -0.187 0.880 129.300 -365700 97.160 0.740 -5.438 0.004 10-4 1 1.970 -237.000 -593.400 -235.200 1254 -48.150 11 -.515 1.174 -143.700 -359.900 -143.100 0.717 -29.660 0.007 2 1899 -156.100 -242.700 -145.100 0.884 -67.590 0.038 0.022 1.131 -94.610 -147.400 -88.430 0.459 -41.440 0.023 3 1.869 -123.600 11.940 -123.500 0.747 -69.380 0.068 0.266 1.111 -74.920 6.922 -75.290 0.420 -42.450 0.041 4 1.771 -90.160 191.700 -121.000 1.170 -62.070 0.096 0.550 1.050 -54.670 115.800 -73.690 0.705 -37.950 0.058 E 5 1.512 -54.710 288.000 -69.880 -0.170 -60.580 0.116 0.818 0.896 -33.180 174.200 -42.610 -0.151 -36.97 0.070 6 1.381 -32.810 365.500 -53.450 0.251 -50.140 0.127 0.957 0.819 -19.910 221.200 -32.600 0.126 -30.590 0.077 7 1.228 -11.290 401.100 -43.230 0.772 -37.170 0.128 1.088 0.728 -6.867 242.800 -26.350 0.460 -22.680 0.078 8 0.928 11.980 402.200 -46.500 0.602 -23.930 0.119 1.341 0.546 7.226 243.500 -28.290 0.361 -14.610 0.072 9 0.537 32.430 350.100 -26.720 -0.472 -15.800 0.099 1.466 0.312 19.620 211.900 -16.260 -0.302 -9.650 0.060 10-4 10 0167 51.480 264.800 -10.650 -0.431 -10.360 0.071 1.411 0215 31.160 160.300 -60499 -0176 -6.329 0.043 10-4 11 .0.134 74.340 141.100 -6313 -1.113 -6.049 0.036 1.404 0.078 45.010 85.410 -30858 -00701 -3.703 0.022 11-1 1 0.014 27.320 -26.870 108.200 -0.089 54.430 0.010 -0.050 0.002 9292 -10.100 631080 -0.045 37.420 0.012 11-1 2 0.094 21290 -58.430 161.900 0.077 78440 0.011 -0.143 0.026 8242 -18.760 82.730 09003 43.430 0.010 11-1 3 06181 18.080 -80.150 167.400 -0.143 80.060 0.011 -0.197 0.051 6.621 -25.170 8566670 -0.075 43.590 0.010 11-1 4 0.306 -9.238 -85.420 1104400 00746 72.730 0.011 -0.245 04088 -5712 -25.870 57.640 0.179 39.400 0.011 11-1 5 06471 -8.522 -67.300 116.100 0.643 64.440 0.012 -0.281 04141 -3.815 -16.860 62.100 0.158 34.260 0.012 11-1 6 0.415 -11.820 -60.980 92.450 0.349 57.450 0.014 -0.247 0.124 -5.832 713.730 46.330 0.040 30.140 0.013 11-2 1 0.635 -18.110 -29.010 75.520 0.809 37.390 0.018 -0.266 0.193 -74855 1.149 35.840 0.133 18.030 00016 11-2 2 0.634 -18.470 9.683 33.330 09035 20.710 0.024 -0.250 0.194 -7.619 17.180 124300 -0.115 7.630 0.019 11-2 3 0.707 -25.270 47.080 -244700 0.630 0.051 0.031 -06256 0.211 -10.800 31.850 -84838 0.030 -4.170 0.022 11-2 4 0.731 -17.260 83.220 -32.080 0.181 -7.977 0.037 -0.266 0.222 -6.408 434710 -22.310 -0.116 -8.576 0.024 11-2 5 0.714 42.150 18.200 7.855 -0.248 -11.500 0.041 -0.299 0.219 24.800 2.848 -04579 -0.273 -9.795 0.026 11-2 6 '0.624 15.350 -73.260 -10.080 0.063 -9.363 0.044 -0.326 0.190 8.727 -49.490 =9.294 -0.132 -74763 0.028 11-3 1 06611 -4.743 -84180 -84214 -0.141 -6.777 06050 -0.363 0.190 -3.317 -54.360 -6.779 -00198 -5.383 0.030 11-3 2 0.604 -20.600 -29140 -54177 -0318 4.055 0.058 -0.412 0.197 -12.780 -20.020 -3794 -0.256 -3.046 0.035 11-3 3 0.609 -24.030 51.940 -2.193 -0.475 -1.1 30 0.067 -0.456 09211 -140750 30.33Q -1.398 -0.310 -0.852 0.041 11 71-3 4 0.635 -19.440 124.500 40980 -06562 2.384 0.075 -0.494 0.235 -11.900 74.790 3.205 -0.346 1.496 0.045 11-3 - 5 0.662 -9.157 165.500 04397 -0.802 1.791 0.079 -0.501 00263 -5.613 99.960 0.437 -0.444 1.179 0.048 0 048 11-3 6 0.707 2.933 172.000 0.470 -0.920 1.932 0.079 -0.499 0.299 1.750 104.100 0.429 -0.495 14250 9 11-3 7 0.810 27.570 131.000 -4.295 0.883 -1.735 0.073 -04440 0.379 16.720 79.250 -2.658 0.430 -1.101 0.044 11-3 8 O.BOS 33.950 47.330 4.551 0.537 -4.171 0.064 -0.364 0.392 20.590 28.510 2.634 0.269 -2.638 0.039 11-3 9 04887 39.930 -58.880 -12.680 0.589 -6.078 0.054 -0.316 04445 24.210 -35.950 -7.903 0.297 -3.843 0.033 11-3 10 0.895 32.720 -776.800 -12430 00449 -6.085 0.046 -0.242 0.461 19.820 -107.500 -7.766 0.232 -3.861 0.028 11-3 11 0.890 9.974 -255.700 -5.334 0.336 -2.925 06045 -0.171 0.468 6.010 -155.300 -3415 0.181 -1.920 0.027 11-4 1 0.895 -18.070 -247.000 4.529 0.271 1.314 0.050 -0.111 0.480 -11.000 -149.900 2.649 0.163 0.693 0.030 11-4 2 • 0.919 -48.330 -134.400 14.100 0.495 6.692 0.063 0.018 00510 -29.320 -81.590 .8.565 0.240 4.026 0.038 11-4 3 0.902 -50.900 -7.912 40295 00306 40642 0.081 0.095 0.508 -30.870 -4.883 2.651 0.169 2.810 0.049 11-4 4 0.879 -47.320 114.800 11.510 0.462 5.531 0.099 0.176 0.500 -280700 690490 7.032 0.296 3.363 0.060 11-4 5 0.769 -31.280 228.300 7.119 -0.010 3.527 0.115 0.341 0443 -18.970 138.200 4.375 -00058 20166 0.070 11-0 6 0.683 -18.920 295.500 4.858 -0.010 2.179 0.124 0.426 0.395 -11.480 179.000 3.004 -0.040 1.354 0.075 11-4 7 0.586 -5.476 329.800 3.026 0.064 1.130 06125 0.502 0.339 -3.331 199700 1.894 0.021 0724 0.076 11-4 8 0.481 8.555 330.000 1.637 0.202 0.408 0.116 0.570 0.279 5.170 199.900 1.052 0.121 0.290 0.070 11-4 9 0.349 25.780 292.700 1.340 0.042 -0.108 0.096 0.638 0.202 15.600 177.300 0.873 0.019 -0.019 0.058 4 11-4 10 0.214 43.590 226.700 0.248 -0.778 -0.380 0.070 0.695 0.124 26,390 137.300 0.213 -0.123 -0.179 0.0 2 11.4 71 0.078 62.450 119.500 0.123 -0.554 -0.352 04035 0.741 09045 37.820 72.400 0.136 -0.366 -0.168 0.021 12-1 1 0.074 22.680 -32.860 -640780 . 0.141 -34.230 0.000 -0.053 09020 15.220 -17.880 -359860 04030 0.000 12-1 2 0.072 22.400 41.370 -64.830 0.059 -35470 0.000 -0.052 0.019 156060 -24.110 -36.260 09002 0.000 12-1 3 .0.134 28.580 -57.970 -604120 0.201 -34.240 0.000 -0.109 00033 21.050 -32.960 -34.710 04023 0.000'. 1 12-1 4 0.136 31.830 -70.970 -68.200 0.047 -33.290 09000 -0.112 0.031 24.440 -43.020 -43.110 -0.035 26 . 0.001 12-1 5 0.134 33.740 -85.780 -68.650 -0.117 -33.010 0.000 -0.112 0.029 26.430 -54.960 -43.310 -0.094 J 0.0001. 12-1 6 0.132 33.690 -100.600 -70.430 -0.279 -32.760 0.000 -0.112 0.027 26.410 -66.920 -44.900 -0.152 0.0001 12-2 1 0.723 -91.350 -56.480 -99.850 -0.451 -16.240 0.005 -0.224 0.460 -51.250 -29.800 -61.070 -0.265 0.003 0 006 12-2 2 0.720 -42.940 0 -10.970 -0.349 -1.393 0.011 -0.1 93 0.436 -23.230 39.060 -10.960 -0.227 6 . 12-2 3 0.722 3.780 89.550 60.040 -0.188 4.736 0.014 -0.207 0.414 3.462 50.590 28.530 -0.133 6 0.008 12-2 4 0.876 40.610 74.410 56.720 0.035 1.883 0.013 -0.239 0.461 24.980 37.830 25.030 -0.060 0 0.007 12-2 5 •0.993 109.000 -71.410 -57.090 0.076 1.190 0.008 -0.248 0.494 63.550 -46.940 -37.090 -0.055 -2.242 0.004 12-2 6 0.978 162.100 -298.400 -6.750 0.150 -5230 0.002 -0.328 0.476 95.690 -180.400 -5.872 -0.002 -5.208 0.001 12-3 1 0.389 -155.200 -312.700 -19.840 -0.024 -7.277 0.009 -0.322 0.212 -93.370 -186.600 -13.080 -0.074 -5.866 0.006 12-3 2 0.427 -107.000 -59.920 -13.800 -0.112 -5.979 0.030 -0.366 0.219 -64.360 -34.810 -9.149 -0.111 -4.672 0.019 12-3 3 0.461 -71.090 89.830 -8.565 -0.247 -4.312 0.051 -0.396 0.227 -42.790 55.220 -5.741 4.165 -3.330 0.031 12-3 4 0.490 -43.960 . 175.400 -4.224 -0.365 -2.693 2 0.067 -0.413 0.234 -26.450 106.700 -2.923 -0.211 -2.108 0.041 12-3 5 0.504 -21.210 212.000 -2.353 -0.518 1 16 - 0.076 -0.409 0.237 -12.720 128.600 -1.650 -0.273 -1.102 0.046 12-3 6 0.540 18.230 208.900 -0.250 0.991 -0.251 0.078 -0.365 0.251 11.120 126.700 -0.224 0.447 -0.269 0.047 12-3 7 0.562 38.280 173.700 0.281 0.810 -0.115 0.071 -0.329 0.261 23.260 105.200 0.726 0.365 -0.144 0.043 12-3 8 0.593 61.220 99.790 0.063 0.648 0.223 0.057 -0.291 0.274 37.150 60.300 0.005 0.292 0.083 0.035 12-3 9 0.615 88.840 -21.220 3.293 0.469 0.614 0.039 -0.248 0.281 53.880 -13.140 1.964 0.212 0.330 0.024 12-3 10 0.640 126.500 -207.700 8.023 0.321 1.197 0.020 -0.212 0.286 76.730 -126.300 4.827 0.147 0.689 0.012 12-3 11 0.659 179.000 -504.200 16.780 0.137 1.785 0.005 -0.184 0.289 108.500 -306.100 10.130 0.062 1.043 0.003 12-4 1 0.594 -184.400 -460.700 -12.710 0.050 0.931 0.010 -0.049 0.382 -118.500 -296200 -8.170 0.032 0.599 0.006 72-4 2 0.580 -119.900 -199.300 -0.685 0.282 2.130 0.036 -0.004 0.366 -72.580 -120.500 -0.394 0.102 1.288 0.022 39 12-4 3 0.565 -93.880 6.246 -2.962 0.133 5.073 0.065 0.026 0.350 -56.810 1936 -1.771 0.054 3.077 1 0.0 ' 12-4 4 0.548 -73.800 154.100 4.521 0.176 4.165 0.091 0.063 0.334 -44.660 93.450 2.767 0.120 2.539 0.055 1 ' 12-4 5 0.479 -39.260 243.700 6.057 0.068 4.844 0.112 0.147 0.285 -23.760 147.700 3.714 -0.016 2.969 0.068 . 12-4 6 0.429 -22.660 308.400 6.107 0.049 4.913 0.123 0.798 0.253 -13.710 186.800 3.754 -0.009 3.021 0.0751. 12-4 7 0.371 -7.019 339.100 5.886 0.067 4.807 0.125 0.249 0.217 _ -4.242 205.400 3.629 0.021 2.966 0.076 1 72-4 8 0.308 8.128 336.500 5.627 0.124 4.685 0.117 0.301 0.179 4.931 203.900 3480 0.074 2.900 0.071 , 12-4 9 0.227 26.130 296.800 6.186 0.048 4.480 0.097 0.361 0.131 15.840 179.800 3.826 0.022 2.784 0.059 124 10 0.142 44.140 229.500 4.975 4081 4.506 0.070 0.420 0.082 26.740 139.100 3.099 -0.067 2.808 0.0431 12-4 11 0.053 63.350 121.300 4.904 -0.322 3.893 0.035 0.479 0.030 38.380 73.460 3.056 4232 2.428 0.021 5 73-1 7 0.159 -6.047 20.810 33.790 0.381 22.900 0.044 -0.053 0.081 -3.941 11.620 19.770 0.213 12.690 0.02 13-1 2 0.244 0.091 19.030 15.740 0.730 21.080 0.045 -0.047 0.127 4325 10.530 9.453 0.386 12.010 0.026 13-1 3 0.302 5.519 10.590 25.580 0.787 11.760 0.046 -0.019 0.154 2.858 5.694 15.350 0.450 6.640 0.027 13-1 4 0.381 10.120 -77.000 14.900 0.726 7.031 0.048 -0.019 0.200 5.620 -70.520 9.309 0.415 4.037 0.028 13-1 5 0.485 7.697 -46.310 1.307 0.548 6.923 0.050 -0.092 0.264 4.180 -27.650 1.377 0.289 4.102 0.029 13-1 6 0.568 -1.323 -66.310 -2.849 0.362 11.260 0.054 -0.222 0.315 -1.205 -39.110 -1.199 0.160 6756 0.032 Design Strip Forces SW Vail's Front Door Spa Lid Maz M I.P. Maz M Me' M Max M Max M Max M Max M Max M Min M I.P. Min M Min M Min M Min M Min M Min M Min M ID Section I Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Venical Bending Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bendin ft) (inches) (Kips) (Kips) (Kips) (kip-1t) (kip-ft) Bending 1t) (inches) 13-2 1 -0.363 0.297 -8.348 -30.270 8.658 0.089 3.765 0.036 -0.720 0.538 -13.340 -52.640 13.800 0.212 6.136 760 2 0.061 0 064 13-2 2 -0.564 0.310 -16150 8338 21370 0.119 10.640 0.052 -0.840 0,422 -20.470 3.912 28.650 0.149 7 . . 13-2 3 -0.962 0.365 -22.240 78.720 35.230 0.049 17.240 0.080 -0.494 04190 -13.480 49.250 21.310 0.031 10.430 01048 13-2 4 -0.941 0.313 -16.100 137100 31.470 -0.184 16.430 - 04088 '0474 0.157 -9.706 64.650 19.060 -0.082 9.970 0.053 13-2 5 -0.877 0.300 -6.625 169.400 . 24.530 -0.429 13.330 0.092 -0.429 0.147 -3.946 103.500 14.910 -0.201 8.136 0.056 13-2 6 -0.804 0.176 5.655 167.600 -2.057 0.005 10.880 00092 -0.392 0.094 3.500 102.000 -1.137 -0.014 6.671 0.056 13-2 7 -0.575 0.370 25.580 1254100 -1.549 06472 -20704 0.086 -0.250 0.193 15.560 75.900 -0.822 0.193 -1.540 0.052 13-2 8 -0.464 00415 334150 51.660 -11.120 0.252 -8.894 0.077 -0.194 0.223 20.130 31.210 -6.643 0.084 -5.313 0.047 13-2 9 -0.149 0.256 21.680 -27.480 -11.240 0.012 -8.221 0.041 -0.370 0.465 35.740 -44.990 -18.660 0.092 -13.640 0.067 13-2 10 -0.118 0.290 17.840 -89.470 -12.540 -0.032 -9.126 0.037 -0.307 0.517 296460 -1474200 -20.750 -0.013 -15.080 0.060 13-2 11 -0.105 0.316 5.735 -130.600 -86253 -0.059 -7.193 01036 -0.268 0.556 9.525 -215.200 -13.590 -0.082 7 -11.830 0.059 13-3 1 -0.096 00324 -90301 -1240700 24942 -0.068 3.281 0.039 -0.246 0.570 -15.280 -205.800 4.981 0.120 5.504 0.064 13-3 2 -0.005 00318 w229430 -68.940 33.760 -0.047 6.996 0.046 -0.087 0.567 -36.980 -113.900 554990 -0.083 11.700 0.076 13-3 3 -0.227 0.460 -44.260 9.880 2.277 0.098 40203 0.093 -0.084 0.268 -26.820 6.118 1.272 0.038 2.469 0.056 13-3 4 -0.192 0 415 -40.140 118.300 5.049 0.041 2.467 0.110 -0.062 0.243 -24.320 71.820 2.971 0.031 1.427 73 2 06067 0 075 13.3 5 -0.111 0.329 -25.620 223.300 -3.369 0.204 -4.456 0.124 -0.007 0.196 -15.520 1350400 -2.084 0.060 . 3 - . 13-3 6 -0.054 0.281 -14.540 2844700 -84350 0.138 -7.998 0.132 0.031 0.167 -8.801 1729600 -5.074 0.032 -4.856 0.080 73-3 7 0.010 0.231 -2.447 317.100 -11.610 0.100 -10.050 0.131 0.073 0.1381 -1.474 192.200 -7.025 0.024 -6.076 0.080 13-3 8 0.081 0.181 10.300 318.900 -12.430 04097 -10.080 . 0.121 0.120 0.108 6.249 193.300 -7.495 0.041 -6.076 0.073 13-3 9 0.178 0.122 26.520 287.000 -7.048 0.081 -6.424 0.100 0.182 0.071 16.070 174.000 -4.211 0.027 -3.838 0.061 13-3 10 0.278 0.066 43.550 223.900 -1.103 0.032 -0.507 0.072 0.245 04036 26.390 135.700 -0.588 -0.004 -0.233 0.044 13-3 11 0.361 0.019 61.800 118.700 8.471 -0.143 4.885 0.036 06298 0.009 37.450 71.920 5.217 -0.129 3.033 0.022 14-1 1 0.008 -0.008 3.129 -0.959 9.561 -0.006 9.731 0.003 -0.001 -04009 5.264 -1.696 15.680 -0.014 16.000 0.007 14-1 2 0.007 -0.008 3.116 -2.683 9.484 -0.002 9.688 06002 -0.001 -0.009 5.242 -4.596 15.550 -0.015 15.930 0.006 14-1 3 0.007 -0.008 3.102 -4.391 9.405 0.001 9.647 0.002 -0.002 -0.009 5.218 -70467 150430 -0.016 15.860 0.004 14-1 4 0.047 -0.027 8.925 -6.022 20.970 -0.016 11330 0.001 0.047 -0.032 14.910 -10.300 34.590 -0.028 21.960 0.003 14-1 5 0.047 -06027 8.925 -11.020 20.860 0.009 13.310 0.001 0.047 -04032 14.910 -18.650 34.400 -04002 21.930 0.002 14-1 6 0.101 -0.039 13.970 -15.300 28.450 -0.008 14.200 0.000 0.125 -0.043 23.280 -25.840 460960 -0.015 23.420 0.001 14-1 7 0.101 -0.039 13.970 -23.120 28.290 0.048 14.180 0.000 - 0.125 -0.043 23.290 -38.870 46.690 00054 23.400 0.000 14-1 8 0.723 -0.037 19.860 -350390 33.210 0.081 13.090 -0.001 0.153 -0.032 33.050 -59.390 54.810 0.090 21.630 -0.001 14-1 9 0.160 -0.035 17.260 -37.140 26.240 0.119 12.650 -0.001 0.211 -0.025 28.740 -62.260 43.270 0.164 20.910 -0.001 14-1 10 0.759 -0.034 20.660 -53.060 36.340 0.202 11.880 -0.001 04209 -0.019 34.370 -88.770 59.990 026 19.620 -0.001 14-1 11 0.261 0.006 25.850 -62.760 41.560 0.288 1.806 -0.001 0.367 0.053 42.990 -105.000 68.670 2.996 -0.001 14-2 1 -0.533 -0.218 -31.910 -58.830 -52.640 0.684 -11.340 0.004 -0.945 -0.451 -53.060 -99.920 -88.100 -181960 0.007 14-2 2 -0.465 -0.216 -28.340 -1.011 -52.580 0.202 -26.340 0.018 -0.634 -0.325 -35.480 -4.537 -66.870 -33.650 0.021 14-2 3 -0.488 -0.160 -26.390 60.100 -56.630 -0.078 -33.670 0.040 -0.261 -0.068 -15.830 37.370 -33.640 2 -19.980 0.024 14-2 4 -0.373 0.027 -15.790 99.150 -39.830 -0.277 -25.070 0.053 -0.190 0.031 -9.418 60.750 -23.490 -140760 0.032 14-2 5 -0.309 0.190 -5.899 115.600 -23.080 -0.396 -14.780 0.060 -06149 0.113 -3.436 70.440 -13.380 -8.552 0.037 14-2 6 -0.275 0.328 3.891 109.900 -7.321 -0.504 -4.689 0.060 -0.124 0.179 2.492 66.740 -3.866 -2 461 0.036 7 -0.234 0.519 25.040 81.960 18.340 -0.255 7.650 0.052 -0.080 0.263 15.300 49.570 11.610 4.900 0.032 8 -0.217 0.604 35.060 30.200 196620 -0.519 10.600 0.040 -0.050 0.293 21.380 17.980 12.370 -0.228 6.601 0.024 9 -0.032 0.254 26.680 -12.640 17.570 -0.063 6.046 0.015 -0.108 0.510 43.920 -204330 28.920 -0.154 0 203 9.983 16 730 0.025 012 0 10 -0.017 0.265 40.150 -65.140 40.890 -0.075 10.080 0.007 -0.091 0.542 66.090 -106.800 67.330 - 6 . . 1 11 0.037 0.304 64.260 -158.800 94.510 -0.113 4.161 0.002 -0.013 0.625 105.700 -261.000 155.400 -0.353 7.148 0.003 1 R 1 -0.296 00159 -97.930 m2560400 25.090 0.217 -7.742 0.006 -0.569 0.157 -161.700 -423.800 41.850 0.362 -12.420 06010 1 2 - -0.205 0.153 -%450 -96.900 -2.268 0.225 -7.461 0.022 -0.428 00154 -98.160 -160.500 -3.464 0.507 -12.040 0.036 3 -0.376 0.147 -74.420 15.680 -18.710 0.235 -17.740 0.065 -0.170 0.145 -45.070 9.782 -11.450 04085 -10.870 0.040 4 -0.381 0.097 -54.860 130.400 -25.000 0.153 -24.580 0.092 -00166 0.118 -33.220 79.260 -15.210 06049 -14.980 0.056 14-3 5 -0.230 0125 -28.060 189.900 -35420 0.213 -33.250 0.112 -0.081 0.124 -16.990 115.200 -21.490 0.059 -20.180 0.068 14-3 6 -0.169 0.119 -15.650 227.200 -37.920 0.074 -36.500 00125 -00047 0.116 -9.468 137.800 -22.980 0.006 -220120 0.076 14-3 7 -0.112 0.111 -5.178 238.500 -38.860 -1014 -360590 0.127 -0.016 0.109 -3.127 144.600 -23.530 -0.025 -22.160 0.077 14-3 8 -0.059 0.099 4.343 223.700 -34.260 -0.050 -33.670 0.119 0.012 0.099 2.642 135.600 -20.720 4.033 -20.370 0.072 14-3 9 0.004 0.095 14.910 191.500 -25.580 -0.049 -22.650 0.096 0.046 0.092 9.043 116.100 -15.440 -0.027 -13.680 04058 14-3 10 0.057 0.061 23.080 1240700 -80669 -0.008 =4.208 0.062 0.069 0.058 13.990 75.620 -5.189 0.013 -29486 0.038 14-3 11 0.153 0.046 50.190 38.270 65.340 -06023 22.180 #NAME? 0.127 0.040 30.440 23.190 39.720 -0.014 13.500 #NAME? 15-1 1 0.022 -0.014 4.136 -15.920 -7.423 -0.021 -6.543 06001 -0.026 -0.007 6711 -25.930 -11.850 -0.021 -10.450 0.002 15-1 2 04026 -00018 7.911 -210040 -7.283 -0.018 -4.791 00000 -0.031 -0.006 12.950 -34.280 -11.650 -0.031 -7.517 0.001 15-1 3 0.027 -0.021 8.860 -250790 -4.277 0.005 -3.594 0200 -0.028 -0.016 14.510 -42.100 -6.711 -0.015 -5.523 0.000 15-1 4 0.027 -0.021 8.820 -30.110 -30730 0.020 -30513 00000 -0.028 -0.016 14.450 49.170 -5.816 -0.029 -5.390 0.000 15-1 5 0.051 -0.035 6.763 -40.620 6.227 -0.004 -0.157 -0.001 -0.022 -0.013 11.060 -660310 10.520 -0.027 0.133 -0.001 15-1 6 0.048 -00039 106490 -45.880 7.859 0.040 5.888 -0.001 -0.026 -0.028 17.200 -75.000 13.180 0.016 10.160 -0.001 15-1 7 0.045 -0.034 10.880 -51.700 10.710 0.043 5.937 -0.001 -0.030 -0.021 17.860 -840570 174910 -0.031 10.240 -0.002 15-1 8 0.045 -0.034 10.850 ' 01 -56.890 11.290 0.067 5.977 -0.001 -0.030 -0.022 17.800 -93.070 184870 -0.046 10.310 -0.002 15-1 9 0.087 -0.041 .078 g2" 5 -64.580 27.720 0.085 12.830 -06001 0.020 -0.009 14.890 -705.600 45.890 0.003 21.690 -0.002 15-1 10 0.055 -0.020 11.820 -72.080 33.860 0.058 15.310 -0.001 -06041 06012 19.420 -118.000 56.020 -0.067 25.980 -0.002 15-1 11 0.055 -0.020 11.810 -77.700 34.350 0.086 150290 -0.001 -0.041 0.012 19.410 -127.300 56.830 -0.089 25.950 -09001 15-2 1 -0.225 -0.332 -10.950 -74.550 -97.510 0.704 -40.040 0.004 -0.373 -0.773 -18.170 -124.200 -161.400 10402 -65.700 0.006 15-2 2 -0.166 -0.282 -12.490 -58.540 -60.750 0.350 -370560 0.015 -0.311 -00673 40.700 -97.380 -100.700 0.789 -61.960 0.025 15-2 3 -0.146 -0.235 -11.050 -37.810 -34.950 0.083 -20.040 0.029 -0.282 -0.585 -18.290 -62.980 -58.040 0.246 -33.200 0.048 15-2 4 -0.097 -0.127 -13.100 -4.465 0.190 0.070 -3.012 0.045 -0.190 -0.377 -21.680 -7.786 0.073 0.181 -5.706 0.074 15-2 5 -0.144 -0.255 -17.280 46.100 17.620 0.020 9.641 0.099 -0.073 -0.063 -10.440 28.120 10.790 0.003 5.906 0.060 15-2 6 -0.078 -0.123 -8.848 75.750 22.980 0.032 14.350 0.120 -0.038 -0.004 -5.332 46.010 14.010 0.007 8.745 0.073 15-2 7 -0.054 -0.056 -1.357 90.160 25.950 -0.019 .16470 0.131 -0.025 0.026 -0.795 54.700 15.790 -0.012 10.020 0.079 15-2 8 -0.030 0.017 8.382 88.680 26.510 -0.016 16.420 0.130 -0.013 0.054 5.102 53.770 16.110 -0.011 9.979 0.079 15-2 9 -0.007 0.029 11.600 28.650 14.960 -0.034 12.510 #NAME? -0.002 0.035 7.166 17.360 9.091 -0.035 7.601 #NAME? 15-2 10 -0.001 0.043 14.980 21.520 10.830 -0.023 9.579 #NAME? 0.001 0.038 9.091 13.040 6.579 -0.019 5.818 #NAME? 75-2 11 -0.001 0.012 3.629 2.926 1.532 0.004 3.284 4NAME? 0.000 0.011 2.202 1.769 0.931 0.005 1.995 #NAME? Design Strip Forces S t3q Vail's Front Door Spa Lid Design Strip Forces Max V I.P. Max V max V Max V Max V Max V Max V Min V I.P. MO V Min V Min V Min V Min V Min V Min V Max P I.P. ID Section Shear Axial ding Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dip m. Twist (kip- Deflection Sheer (Kips) (Kips) (Kips) ip-ft) (kip-ft) (kip-ft) Bendin fQ (inches) (Kips) (Kips) (Kips) (kip-1h) (kip-ft) Bendin ft) (inches) (Kips) 13-2 1 -0.363 0.297 30.270 8.658 0.089 3.765 0.036 -0.720 0.538 -13.340 -52.640 13.800 0.212 6.134 0.061 -0.720 13-2 2 -0.464 0.248 t 5.258 18.990 0.082 8.503 0.042 -0.900 0459 -22.340 5.760 31.280 0.171 14.040 0.070 -0.900 13-2 3 -0.494 0.190 49.250 21.310 0.031 10.430 0.048 -0.962 0.365 -22.240 78.720 35.230 0.049 17.240 0.080 -0.962 13-2 4 -0.474 0.157 84.650 19.060 -0.082 9.970 0.053 -0.941 0.313 -16.100 137.700 31.470 -0.184 16 430 0.088 -0.941 13-2 5 -0.429 0.147 03.500 14.910 -0.201 8.136 0.056 -0.877 0.300 -6.625 169.400 24.530 -0.429 13.330 0.092 -0.877 3-2 6 -0.804 0.176 67.600 -2.057 0.005 10.880 0.092 -0.392 0.094 3.500 102.000 -1.137 -0.014 60671 0.056 -0.804 13-2 7 -0.575 0.370 25.580 125.100 -1.549 0.472 -2304 0.086 -0.250 0.193 15.560 75.900 -0.822 0.193 -1.540 0.052 -0.575 13-2 8 -0.464 0.415 33.150 51.660 -110120 00252 -8.894 0.077 -0.194 01223 20.130 31.210 -6.643 0.084 -5.313 0.047 -0.464 13-2 9 -0.370 0.465 35.740 -44.990 -18.660 0.092 -13.640 0.067 -0.149 0.256 21.680 -27.480 -11.240 0.012 -8.221 0.041 -0.370 13-2 10 -0.301 0.517 29.460 -147.200 -20.750 -0.013 -15.080 0.060 -0.118 0.290 17.840 -89.470 -12.540 -0.032 -9.126 0.037 -0.301 13-2 11 -0.268 0.556 9.525 -215.200 -13.590 -0.082 -11.830 0.059 -0.105 0.316 5.735 -130.600 -8.253 -0.059 -7.193 0.036 -0.268 13-3 1 -0.096 0.324 -9.301 -124.700 2.942 -0.068 3.281 0.039 -0.246 0.570 -15.280 -205.800 4.981 -0.120 5.504 0.064 -0.246 13-3 2 -0.005 06318 -22.430 -68.940 33.760 -0.047 6.996 0.046 -0.087 0.567 -36.980 -113.900 55.990 -0.083 11.700 0.076 -0.087 13-3 3 -0.084 06268 -26.820 6.118 1.272 0.038 2.469 0.056 -0.227 0.460 -44.260 9.880 2.277 0.098 4.203 0.093 -0.227 13-3 4 -0.062 0.243 -24.320 71.820 2.971 0.031 7.427 0.067 -0.192 0.475 -40.140 118.300 5.049 0.041 2.467 0.110 -0.192 13-3 5 -0.007 0.196 -15.520 135.400 -2.084 0.060 -2.733 0.075 -0.111 0.329 -25.620 223.300 -3.369 0.204 -4.456 0.124 -0.111 13-3 6 0.031 0.167 -86801 172.600 -5.074 0.032 -4.856 0.080 -0.054 0.281 -14.540 284.700 -8.350 0.138 -7.998 0.132 -0.054 13-3 7 0.073 0.138 -1.474 192.200 -7.025 0.024 -6.076 0.080 0.010 0.231 -2.447 317.100 -11.610 0.100 -10.050 0.131 0.010 13-3 8 0.081 0.181 10.300 318.900 -12.430 06097 -10.080 0.121 00120 0.108 60249 793.300 -7.495 0.041 -6.076 04073 0.081 13-3 9 0.176 0.122 26.520 287.000 -7.048 0.081 -6.424 0.100 0.182 0.071 16.070 174.000 -4.211 0.027 -3.838 0.061 0.178 13-3 10 0.278 0.066 430550 223.900 -1.103 0.032 -0.507 0.072 0.245 0.036 26.390 135.700 -0.588 -0.004 -0.233 0.044 0.278 13-3 11 0.361 00019 61.800 118700 8.471 -0.143 44885 0.036 0.298 0.009 37.450 71.920 5.217 -0.129 3.033 0.022 0.361 14-1 1 -04001 -0.009 5.264 -7.696 15.680 -0.014 16.000 0.007 0.008 -0.008 3.129 -0.959 9.561 -00006 90731 09003 -0.003 14-1 2 -0.001 -0.009 5.242 -4.596 15.550 -0.015 154930 0.006 0.007 -06008 30116 -20683 9.484 -0.002 90688 00002 -0.004 14-1 3 -0.002 -0.009 5.218 -7.467 15.430 -0.016 15.860 0.004 0.007 -0.008 3.102 -4.391 9.405 0.001 90647 0.002 -06004 14-1 4 0.047 -0.032 14.910 -10.300 34.590 -0.028 21.960 0.003 0.047 -0.027 8.925 -6.022 20.970 -0.016 13.330 0.001 0.031 14-1 5 0.047 -06032 14.910 -18.650 34.400 -0.002 21.930 0.002 00047 -00027 80925 -11.020 20.860 0,009 13.310 0.001 0.031 14-1 6 0.125 -0.043 - 234280 -25.840 46.960 -0.015 23.420 0.001 0.101 -0.039 13.970 -15.300 28.450 -0.008 14.200 0.000 0.092 14-1 7 0.125 -0.043 23.290 -38.870 46.690 0.054 23.400 0.000 06101 -0.039 13.970 -23.120 28.290 0.048 14.180 0.000 0.092 14-1 8 0.153 -0.032 33.050 -59.390 54.810 0.090 21.630 -0.001 0.123 -0.037 19.860 -35.390 33.210 0.081 13.090 -0.001 0.112 44-1 9 0.211 -0.025 28.740 -62.260 43.270 0.164 20.910 -0.001 0.160 -0.035 17.260 -37.140 264240 0.119 12.650 -0.001 0.158 14-1 10 0.209 -0.019 34.370 -886770 59.990 0.261 19.620 -0.001 0.159 -0.034 20.660 -53.060 36.340 0.202 11.880 -0.001 0.156 14-1 11 0.367 0.053 42.990 -105.000 68.670 0.421 2.996 -0.001 0.261 0.006 25.850 -62.760 41.560 0.288 1.806 -0.001 0.310 14-2 1 -0.533 -0.218 -31.910 -58.830 -52.640 0.684 -11.340 0.004 -0.945 -0.457 -53.060 -99.920 -88.100 1.276 -18.960 0.007 -0.533 14-2 2 -0.379 -0.170 -23.170 -1.340 -43.210 0.159 -21.710 0.014 -0.685 -0.353 -38.570 -4.339 -72.480 0.351 -36.430 0.023 -0.379 14-2 3 -06261 -0.068 -15.830 37.370 -33.640 -0.078 -19.980 0.024 -0.488 -0.160 -26.390 60.100 -56.630 -0,078 -33.670 0.040 -0.261 14-2 4 -0.190 0.031 -9.418 60.750 -23.490 -0.179 -14.760 09032 -0.373 0.027 -15.790 99.150 -39.830 -0.277 -25.070 0.053 -0.253 14-2 5 -0.149 0.113 -3.436 70.440 -13.380 -0.230 -8.552 0.037 -0.309 0.190 -5.899 115:600 -23.080 -0.396 -14.780 0.060 -0.309 14-2 6 -0.275 0.328 3.891 109.900 -7.321 -0.504 -4.689 0.060 -0.124 0.179 2.492 66.740 -3.866 -0.267 -2.461 0.036 -0.275 14-2 7 -0.234 0.519 25.040 814960 18.340 -0.255 7.650 0.052 -0.080 04263 156300 49.570 114610 -0.152 4.900 0.032 -0.234 14-2 8 -0.217 00604 35.060 30.200 19.620 -0.519 10.600 0.040 -0.050 0.293 21.380 176980 12370 -0.228 6.601 0.024 -04217 14-2 9 -0.108 0.510 43.920 -20.330 28.920 -0.154 9.983 0.025 -0.032 04254 26.680 -12.640 17.570 -0.063 6.046 0.015 -0.108 14-2 10 -0.091 0.542 66.090 -106.800 679330 -0.203 160730 0.012 -0.017 0.265 40.150 -65.140 40.890 -0.075 10.080 0.007 -0.091 14-2 11 -0.013 0.625 105.700 -261,000 155.400 -0.353 7.148 00003 0.037 0.304 64.260 -158.800 94.510 -0.113 41161 0.002 -0.013 14-3 1 -0.296 0.159 -97.930 -256.400 259090 0.217 -7.742 0.006 -0.569 09157 -161.700 -421800 41.850 0.362 -12.420 0.010 -0.461 14-3 2 -0.205 00153 -%450 -960900 -2.268 06225 -70461 0.022 -0.428 0.154 -98160 -160.500 -34464 0.507 -12.040 0.036 -0.318 14-3 3 -0.170 04145 -45.070 9182 -11.450 0.085 -10.870 0.040 -0.376 0147 -74.420 15.680 -18.710 0.235 -17.740 06065 '-0.265 14-3 4 -0.166 04118 -33.220 79.260 -15.210 0.049 -14.980 0.056 -0.381 0.097 -54.860 130.400 -25.000 0.153 -24.580 0.092 -0.258 14-3 5 -0.081 0.124 -16.990 115.200 -21.490 0.059 -20.180 0.068 -0.230 0.125 -28.060 189.900 -35.420 0.213 -33.250 0.112 -0.126 14-3 6 -0.047 0.716 4468 137.600 -220980 0.006 -224720 0.076 -0.169 0.119 -15.650 227.200 37.920 0.074 -36.500 0.125 -0.074 14-3 7 -0.016 0.109 -3.127 144.600 -23.530 -0.025 -22.160 0.077 -0.112 0.111 -5.178 238.500 -38.860 -36.590 0.127 -0.025 14-3 8 -04059 0.099 -44343 223.700 -34.260 -0.050 -330670 04119 0.012 0.099 2.642 135.600 -20.720 -20.370 0.072 04019 14-3 9 0.004 0.095 14.910 191.500 -25.580 -0.049 -22.650 0.096 0.046 04092 9.043 116.100 -15.440 -13.680 0.058 0.072 14-3 10 0.057 0.061 23.080 124.700 -8.669 -0.008 -44208 0.062 04069 0.058 13.990 75.620 -5.189 -2.486 0.038 0.108 14-3 11 06153 0.046 50.190 386270 659340 -0.023 22.180 #NAME? 0.127 0.040 30.440 23.190 39.720 R 13.500 #NAME7 0.197 15-1 1 -0.026 -0.007 6.711 -25.930 -11.850 -0.021 -10450 0.002 0.022 -0.014 4.136 -15.920 -7.423 -O.021 -6.543 0.001 -0.033 15-1 2 -0.037 -0.006 12.950 -34.280 -11.650 -0.031 -7.511 0.001 0.026 -0.018 7.911 -21.040 -70283 -4.791 0.000 -0.040 15-1 3 -0.028 -0.016 14.510 -42.100 -6.711 -0.015 -5.523 0.000 0.027 -0.021 8.860 -25.790 -4.277 -3.594 0.000 15-1 4 -0.028 -0.016 -49.170 -5.816 -0.029 -5.390 0.000 0.027 -0.021 8.820 -30.110 -3.730 . -3.513 0.000 -0.036 15-1 5 -0.022 -0.013 0 -66.310 10.520 -0.027 0.133 -0.001 0.051 -0.035 6.763 -40.620 6.227 -0.004 -0.157 -0.001 -0.039 15-1 6 -0.026 -0.028 0 -75.000 13.180 0.016 10.160 -0.001 0.048 -0.039 10.490 -45.880 7.859 0.040 5.888 -0.001 -04042 15-1 7 -0.030 -0.021 0 -84.570 17.910 -0.031 10.240 -0.002 0.045 -0.034 10.880 -51.700 10.710 0.043 5.937 -0.001 -0.045 15-1 8 -0.030 -0.022 0 -93.070 18.670 -0.046 10.310 -0.002 04045 -0.034 10.850 -56.890 11.290 01067 5.977 -0.001 -0.045 15-1 9 0.020 -0.009 0 M -105.600 45.890 - 0.003 21.690 -0.002 0.087 -0.041 94078 -64.580 27.720 0.085 12.830 -0.001 -00009 15-1 10 -0.041 0.012 -118.000 56.020 -0.067 25.980 -0.002 0.055 -0.020 11.820 -72.080 - 33.860 0.058 15.310 -0.001 -0.060 15-1 11 -0.041 0.072 -127.300 56.830 -0.089 25.950 -0.001 0.055 -0.020 11.810 -77.700 34.350 0.086 15.290 -0.001 -0.059 15-2 1 -0.225 -0.332 -74.550 -97.510 0.704 -40.040 0.004 -0.373 -0.773 -18.170 -124.200 -161.400 1.402 -65.700 0.006 -0.225 15-2 2 -0.766 -0.282 -12.491O -58.540 -58,540 -60.750 0.350 -37.560 0.01 -0.311 -0.673 -20.700 -97.380 -100.700 0789 -61.960 0.025 -0.166 5-2 3 -0.146 -0.235 -37.810 -34.950 0.083 -20.040 0.029 -0.282 -0.585 -18.290 -62.980 -58,040 0.246 -33.200 0.048 -0.146 15-2 4 -0.097 -0.127 -73.100 -4.465 0.190 0.070 -3.012 0.045 -0.190 -0.377 -21.680 -7.786 0.073 0.781 -5.106 0.074 -0.097 15-2 5 -0.073 -0.063 -70.440 28.120 10.790 0.003 5.906 0.060 -0.144 -17.280 46.100 17.620 0.020 9.641 0.099 -0.073 15-2 6 -0.036 -0.004 -5.332 46.010 14.010 0.007 8.745 0.073 -0.078 -8.848 75.750 22.980 0.032 14.350 0.120 -0.045 15-2 7 -0.025 0.026 -0.795 54.700 15.790 -0.012 10.020 0.079 -0.054 -1.357 90.160 25.950 -0.019 16.470 0.131 -0.030 15-2 8 -0.030 0.017 8.382 88.680 26.510 -0.016 16.420 0.130 -0.013 N 5.102 53.770 16.110 -0.011 9.979 0.079 -0.020 15-2 9 -0.007 0.029 17.800 28.650 14.960 -0.034 12.570 #NAME? -0.002 7.166 17.360 9.091 -0.035 7.601 #NAME? -0.004 15-2 10 -0.001 0.043 14.980 27.520 10.830 -0.023 9.579 #NAME? 0.001 9.091 13.040 6.579 -0.019 5.818 #NAME? 0.001 15-2 11 -0.001 0.012 3.629 2.926 1.532 0.004 3.284 #NAME? 0.000 n 2 .202 1.769 0.931 0.005 1.995 #NAME? 0 .000 St 3S Vail's Front Door Spa Lid Design Strip Forces Max P Max P Max P Max P Max P Max P Max P Min P I.P. Min P Min P Min P Min P Min P Min P Min P ID Section Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection Shear Axial Vertical Bending Torsion Dphm. Twist (kip- Deflection (Kips) (Kips) (kip-Ip (kip-1t) Bending ft) (inches) (Kips) (Kips) (Kips) (kip-ft) (kip-ft) Bending ft) (inches) 13-2 1 00538 -13.340 -52.640 13.800 0.212 6.134 0.061 -0.363 0.297 -8.348 -30.270 8.658 0.089 3.765 0.036 13-2 2 0.459 -22.340 5.760 31.280 0.171 14.040 0.070 -0.464 01248 -13.640 5.258 18.990 0.082 8.503 0.042 13-2 3 0.365 -22.240 78.720 35.230 0.049 17.240 0.080 -0.494 0.190 -13.480 49.250 21.310 0.031 10.430 0.048 13-2 4 01313 -16.100 137300 31.470 -0.184 161430 00088 -0.474 0.157 4706 84.650 196060 -0.082 9.970 0.053 13-2 5 0.300 -6.625 169.400 24.530 -0.429 13.330 0.092 -0.429 0.147 -1946 103.500 146910 -0.201 8.136 0.056 13-2 6 0.176 5.655 167.600 -2.057 0.005 10.880 0.092 -0.392 0.094 3.500 102.000 -1.137 -0.014 6.671 0.056 13-2 7 0.370 25.580 125.100 -1.549 0.472 -2.704 0.086 -0.250 0.193 15.560 75.900 -0.822 0.193 -1.540 0.052 13-2 8 0.415 33.150 51.660 -11.120 0.252 -8.894 0.077 -0.194 0.223 20.130 31.210 -6.643 0.084 -5.313 0.047 13-2 9 0.465 35.740 -44.990 -18.660 0.092 -13.640 0.067 -0.149 0.256 21.680 -27.480 -11.240 0.012 -8.221 0.041 13-2 10 0.517 29.460 -147.200 -20.750 -0.013 -15.080 0.060 -0.118 0.290 17.840 -89.470 -12.540 -0.032 -9.126 0.037 13-2 11 0.556 9.525 -215.200 -13.590 -0.082 -11.830 0.059 -0.105 0.316 5.735 -130.600 -8.253 -0.059 -7.193 0.036 13-3 1 0.570 -15.280 -205.800 4.981 -06120 5.504 0.064 -0.096 0.324 -9.301 -124.700 2.942 -0.068 3.281 0.039 13-3 2 0.567 -36.960 -113.900 55.990 -0.083 11.700 0.076 -0.005 0.318 -22.430 -68.940 33.760 -0.047 6.996 0.046 13-3 3 0.460 -44.260 9.880 2.277 0.098 4.203 0.093 -0.084 0.268 -26.820 6.118 1.272 0.038 2.469 0.056 13-3 4 0.415 -40.140 118.300 5.049 0.041 2.467 0.110 -0.062 0.243 -24.320 71.820 20971 06031 1.427 06067 13-3 5 0.329 -25.620 223.300 -3.369 0.204 -4.456 0.124 -0.007 0.196 -15.520 135.400 -2.084 0.060 -2.733 00075 13-3 6 0.281 -14.540 284.700 -8.350 0.138 -7.998 0.132 0.031 0.167 -8.801 172.600 -5.074 0.032 -4.856 0.080 13-3 7 0.231 -2.447 317.700 -11.610 0.100 -10.050 0.131 0.073 06138 -1.474 192.200 -7.025 0.024 -6.076 0.080 13-3 6 0.181 10.300 318.900 -12.430 0.097 -10.080 0.121 0.120 0.108 6.249 193.300 -7.495 06041 -6.076 0.073 13-3 9 0.122 26.520 287.000 -7.048 0.081 -6,424 0.100 0.182 0.071 16.070 174.000 -4.211 0.027 -3.838 00061 13-3 10 0.066 43.550 2234900 -1.103 01032 -0.507 0.072 0.245 0.036 26.390 135.700 -0.588 -0.004 -0.233 0.044 13-3 11 0.079 614800 118.700 8.471 -0.143 4.885 0.036 0.298 0.009 37.450 71.920 56217 -0.129 3.033 0.022 14-1 1 -0.006 4.221 -1.377 12.490 -0.012 12.760 04006 0.012 -0.013 4.867 -1.492 14.670 -04009 15.140 0.005 14-1 2 -0.006 4.203 -3.701 12.390 -0.014 12.700 0.005 0.011 -0.012 4.847 -4.174 14.750 -0.003 15.070 0.004 14-1 3 -0.006 4.184 -6.003 12.290 -0.016 12.650 0.004 0.011 -0.012 4.825 -6.830 14.630 0.002 15.010 0.003 14-1 4 -0.023 11.930 -8.288 27.600 -0.022 17.520 00003 0.073 -0.043 13.880 -9.367 32.630 -04025 20.740 0.002 14-1 5 -0.023 11.930 -14.970 27.450 -0.005 17.490 0.002 0.072 -0.043 13.880 -17.140 32.450 0.015 20.710 0.001 6 -0.030 18.630 -20.740 37 480 -0.013 18.690 0.001 0.157 -0.061 21.730 -23.800 44.250 -0.012 22.090 0.000 7 -0.030 18.630 -31.170 370270 0.038 18.670 0.000 0.156 -0.061 21.740 -35.960 44.000 0.074 22.060 0.000 8 -0.020 26.430 -47.590 43.740 0.063 17.270 0.000 0.191 -0.057 30.890 -55.050 51.660 0.126 20.360 -0.001 9 -0.013 22.990 -49.880 34.530 0.124 16.700 -0.001 0.249 -0.054 26.840 -57.770 40.820 0.185 19.680 -0.001 10 -0.007 27.490 -710090 47.880 0.194 15.660 -0.001 0.248 -0.052 32.140 -82.530 56.520 0.313 18.490 -0.001 F 11 06054 37.770 -92.120 60.520 0.358 2.787 -0.001 0.356 0.005 34.540 -84.170 55.150 06392 2.155 -0.001 1 -0.218 -31.910 -58.830 -52.640 0.684 -11.340 0.004 -0.945 -0.451 -53.060 -99.920 -88.100 1.276 -18.960 0.007 2 -0.170 -23.170 -1.340 -43.210 0.159 -21.710 0.014 -0.685 -0.353 -380570 -4.339 -72.480 0.351 -36.430 0.023 3 -0.068 -15.830 37.370 -33.640 -0.078 -19.960 0.024 -0.488 -0.160 -26.390 60.100 -56.630 -0.078 -33.670 0.040 14 4 0.049 -12.580 80.340 -31.480 -0.243 -19.790 0.043 -0.335 0.016 -13.890 87.400 -35.040 -0.239 -22.050 0.047 14-2 5 0.190 -5.899 115.600 -23.080 -0.396 -14.780 0.060 -0149 0.173 -3.436 70.440 -13.380 -0230 -8.552 0.037 14-2 6 0.328 3.891 109.900 -7321 -0.504 -4.689 0.124 0.179 2.492 66.740 -3.866 -0.267 -2.461 0.036 14-2 7 0.519 25.040 81.960 18.340 -0.255 7.650 0.080 0.263 15.300 49.570 11.610 -0.152 4.900 0.032 14-2 8 0.604 359060 30.200 19.620 -0.519 10.600 0.050 06293 21.380 17.980 12.370 -0.228 6.601 0.024 14-2 9 0.510 43.920 -20.330 28.920 -0.154 9.983 0.032 1 0.254 26.680 -12.640 17.570 -0.063 60046 0.015 14-2 10 0.542 66.090 -106.800 67.330 -0.203 16.730 0.017 0.265 40.150 -656140 40.890 -0.075 10.080 0.007 14-2 11 0.625 105.700 -2616000 155.400 -0.353 7.148 V 0.037 0.304 64.260 -158.800 . 94.510 -0.113 40161 0.002 14-3 1 0.248 -152.300 -398.800 39.030 00337 -126040 0.471 0.104 -129.000 -336.300 33.490 0.290 -9.839 0.008 14-3 2 0.239 -92480 -150.700 -3.528 0.350 -11.610 0.359 0.103 -78.340 -128.200 -2.708 0.432 -9.555 0.029 14-3 3 0.225 -70.110 15.220 -170810 0.132 -16.910 0.319 0.099 -59.400 120420 -14.890 00207 -14.120 0.052 14-3 4 0.183 -51.680 1236300 -236660 0.076 -23.300 0.326 0.058 -43.780 104.000 -19.930 06136 -19.590 0.073 14-3 5 0.192 -269430 179.300 -33.420 0.092 -31.390 OA06 -0.203 ~ + 0.083 -22.400 151.400 -28.250 0.194 -26.530 0.090 14-3 6 0.181 -146730 214.400 -35.740 0.010 -34410 0.118 -09153 0.080 -12490 181.300 -30260 0.072 -296120 0.100 14-3 7 00169 -40864 225.000 -36.600 -0.039 -34.470 0.120 -0.106 0.075 -46135 190.300 31.010 -0.005 -29210 0.102 14-3 8 0.155 4109 211.000 -32.230 -0.051 -31.690 0.112 -0.063 0.066 3 463 178.500 -27.360 -06039 -26.880 0.095 143 9 0.142 14.070 180.600 -24.020 -0.041 -21.270 0.091 -0.012 06064 11.890 152.800 -20.440 -0.040 -18.090 0.077 14-3 10 0.091 21360 117.600 -8.071 06020 -3.867 0.059 0.034 0.042 18.410 99.530 -6.940 -0.013 -3.379 0.050 14-3 11 0.063 47.350 36.080 61.790 -0.022 21.000 #NAME? 0.110 0.033 409050 30.530 52.100 -0.018 17.680 #NAME? 15-1 1 -0.002 5.333 -20.620 -9.377 -0.014 -8.273 0.002 0.034 -0.022 6.434 -24.760 -11.550 -0.032 -10.180 0.001 15-1 2 0.000 10.310 -276260 -9.222 -0.025 -5.914 0.001 0.040 -06028 12.310 -32730 -11.330 -0.028 -7.452 0.001 15-1 3 -0.009 11.560 -33.500 -5.286 -0.017 -4.325 0.000 0.042 -09033 130780 -406120 -6.653 0.008 -5.591 0.000 15-1 4 -0.009 116510 -39.140 -4.573 -0.036 -4.219 0.000 0.041 -0.033 13.720 -46.830 -5.802 0.030 -5.464 -0.001 15-1 5 -06001 8.804 -52.770 8,448 -0.026 0.185 0.079 -09054 10.520 -63.180 9.687 -0.006 -0.244 -0.001 15.1 6 -0.015 13.710 -59.700 10.560 0.003 8.202 0.074 -0,061 160320 -71.380 12.220 0.062 9.159 -0.002 15-1 7 -0.010 141240 -67.330 14.340 -0.045 8.265 0.071 -0.053 16.930 -80430 16.660 00067 91235 -0.002 15-1 8 -0.010 14.190 -74.110 15.100 -0.068 8.316 0.070 -0.053 16.870 -88.490 17.570 0.104 9.298 -0.002 15-1 9 0.005 111870 -84.060 36.650 -0.025 17.410 0.136 -0.065 14.120 -100.500 43.110 0.133 19.960 -0.002 15-1 10 0.019 15.480 -94.010 44.740 -0.087 206870 1 0.085 -0.031 18.380 -712.100 52.670 0.090 23.820 -0.002 15-1 11 0.019 15.470 -101.400 45.380 -0.118 20.850 0.085 -0.031 18.370 -1200900 53.440 00134 23.790 -0.001 15-2 1 -0.332 -10.950 -74.550 -97.510 0.704 -40.040 0.373 -06773 -18.170 -124.200 -161.400 1402 -65.700 04006 15-2 2 -0.282 -124490 -58.540 -60.750 0.350 -37.560 -0.311 -0.673 -20.700 -97.380 -100.700 0.789 -61.960 06025 15-2 3 -0.235 -11.050 -37.810 -34.950 0.083 -20.040 0.282 -0.585 -180290 -62.980 -58.040 0.246 -33.200 0.048 15-2 4 -00127 -13.100 -4.465 0.190 0.070 -39012 0&045 -0.190 0.1901 -0.377 -21.680 -7.786 0.073 0.181 -5.106 0.074 15-2 5 -0.063 -10.440 28120 10190 0.003 5.906 0.060 -0.144 -0.255 -17.280 46.100 17.620 0.020 9.641 0.099 15-2 6 0.005 -60527 56.220 17.120 0.007 10.690 0.089 -0.074 -0.128 -8131 21.120 0.032 13.180 0.110 15-2 7 0.041 -0.979 66.860 19.300 -0.015 12.250 0.097 -0.051 -0.065 -1.246 7 23.840 -0.017 15.130 0.120 15-2 8 0.084 7.937 83.640 25.070 -0.017 15.520 0.123 -0.025 -0.001 6.682 6 21.140 -0.013 13.090 0.104 15-2 9 0.054 11.150 27.000 14.140 -0.054 11.820 #NAME1 -0.006 0.018 9.407 A 11.930 -0.023 9.974 #NAME? 15-2 10 0.060 14.140 20.280 10.230 -0.030 9.050 #NAME? -0.002 0.030 11.950 8.641 -0.016 7.639 #NAME? '15-2 11 0.016 3.426 2.751 1.449 0.008 3.103 #NAME? -0.001 0.009 2.895 2.. 33 6 1.221 0.002 2.619 #NAME1 m Monroe &Newell Engincca, Inc. S.L,,,el Engineers vAl • Denrcr • D: on Vail's Front Door Building A Parking Garage No. 5500 Ooe:~--~6#6T- ~j t> NCI O O 0 (V J W 2 - _ O o _ 00 0 G d O _ G Z N a y n N N N H o Q c Q y c d Q ~ Q Y ~ - o x r E E p ~ lL d ~ n IL ~ ~ ~ O G 0 A 6 0 R tp w F C LL N fn Q Q Q Q U O a K ~ h n r o O W O Y O ~ N O ~ C a N 6 N ~ ~ N 3 N W n 6 ~ ~ o < - Q Q o f N E _ Q Q c a c a r = r- ~ m ~i d f n x v~ ii F y E~ E~ c - c rq W w ~ ~ ~ ~ c ~ ~ ¢ F U. ~ C N O v ~ H n .N. o ~C ` ~ n N N c N N N r N C E o c j .C ~ cn~ o O G y `c d Q 6 E c (n O m ~ m E y T H¢ Q n ~ ~ n j c y C m ~ w d a 4.. (D pi c o o n Q o c c 'c c u u c a 3 _H o c Cl) N N P W m • 0 L LL O Z ao p u .e N 7 NCz oo~o b 0 0 0 0 O O O O V 'k N N N N ' y- ^ ~ = b 3 3 3 ~ b o c~ o a C C c c O N O N C C C G ryry 4 U V U U y` N N N N W ¢ a a ¢ ~ N N N N o O C C C 0 0 0 ~ ~ ~ ~ ~ ~ ~ { ~ k b b b tOD b ~ b b ~ ~l ~l N v b r 1 a~ W O O O O W O 0 O O O N N N N ` N N to ~ g' O O o 0 0 1y O ~ ~ N N N N N C W 'ti N y y O a J N O C O O N N N N O O O y~ S O O 00 O V ~n b 0 0 0 0 N ~ b b ' N N O O O O ~ j N ~ Y O 0 0 0 0 0 E Al CL ~ E o 'm co a c CD N Zj T F 'y Z Z. n n n n fn 3i E O 9 b o o a c m m fn ~n U a c n c m m C 0 L E c 0 W Z W `e Z b a w z w `c z° N C i tt 11I 5~~.~i N o b~ m J Q N N IL° ~ a I o d NO 0 0 (V 4 Z w C Z 0 0 0 ~ o 0 0 o QI~ ~ o o ~ o 0 0 0 ~I.- ~ o ~ o 0 0 0 0 0 0 0 0 0 0 o y ~ ~ 0 0 0 ~ o ~ o o y ~ ~ 0 0 0 0 ~ 0 0 Cl) O m C y h N L - O d D J O d A V m O O a 9? a J d m _ C J d O - o o w a J o U U J Oa V G J a o a V J J °i U @ _ J O _ L_ J U J- U U - J _ p U J_ J - ~ v~ ITA C O J - Z' y ~ CO 'w y o' d o O ~ - ~ ~ N m O 0~ ~ - w aeL m- -d J¢¢ _ n m x O O O D a O _ n m x J J J ¢ n m x r O O N O (V W Z a W C O 2 N O J d ~ M m 2 iq ~ :3 ~ ~ ~ y Q a, - o _ - o - - N m 2 V J .?t 2! 2 J J 0 E v N0 0 N 2 W C Z p o of 0 0 0 O G O m! H Q ~ rn o o 0 0 0 O 0 0 ~ N N ei N m lM 0 0 O p LC ~2 !2 M N - - N o 0 Co r . O . . 0 ~ 0 ~ y Cl M O tV CV 'n N N 0 0" JC" + E m ' + E E J 10 E r n J N c N N o N 'S m u no U V U J =o o _ m c _ _ o J U a J ~ V U J _ a c m o O U° w ° p U E d - _ c _ o z _ o U V O 1 v~ ' _ ~p y m O 76 i O 'O w y 'm. o o J w o N O y 0 o m Cp J co rO d V O C y o p V¢ O d e ` O y `o m .p. .N.. K O C o c w N K J N LL Q h m S F- O J J J J lL Q V) m S H 0 .7 Q J in m S F 0 0 N Z W C Z N ~IO O ~ 0 0 0 0 0 0 N J p O e }r J, ~ Od Cc a _ C o .Z v O N a o' J N + a U i0 0 V U C W N c d D U a U J .y 'p _ 0 J ~ J= r~ d s o ~ .w d c V U p o p¢ N ¢ p t O Nt- B D n E t d d y' t i J 05 a - n m o n a; p c ~ ~ o o e 0 0- o _ , w y N o o 0 0 0 - - o - E 12 m E m g o p w w e , U _ Ca c o N G u 2 o ~ (Oj ~ nc+ ~ V J w o o m U ~ A- r o d e o N; q= r v o 0 0 o p N iO ° d O mY 0 N o p v v - ° d L v° m i r 0 7 , LL a m= o 0 E U E V N 65 o p R U) ^ c ~ (n 3 y C// a v ~ 7 m to c ~ o - N CD o N o & M fD A t'n N 33 3 Ch N = p N n N 0 N O N p p z n _ _ _ - p ~ ro 3 3 _ p O ce 0 z O m z m North East Lid- NE Lid2.cpt - 1/102006 Mesh Input: Standard Plan Mesh Input: User Notes; User Lines; User Dimensions; Slab Areas; Slab AreaT hicknesses; Beams; Beam Dimensions; Point Supports; Line Supports; Slab Openings; Walls Above; Walls Below, Column: Drawing Import: User Notes; User Lines; User Dimensions; Scale = 1:220 Mesh Input: Standard Plan - 10 NO North East Lid - NE Lid2.cpt - 1/102006 Element: Supports Below Slab Summary Plan Element: Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity, Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Below, Column Elem, Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:220 b=12 d=24 b=12 t=18 h=10 Fix,Pin,Comp h l0 Shear 5000 psi Fix,Pin,Comp b=12 5000 psi 5000{r62 d=20 b=12 d=20 hxa0 t~18 d=20 h=0 F ix.Pin,Comp hT10 h JO Fix,Pin,Comp 5000 psi Pin Pin r Fix, Pin,Comp 5000 psi b=14 b=14 b=14 , Sh ar SOOO psi d=14 d=14 d=14 50¢ i h:10 h; A0 h~0 Q ps 6=12 b=12 Fi x,Pin,Comp Fix,Pin,Comp Fix,Pin,Comp I i b=12 d=20 d=20 h~0 5000 psi 5000 psi 5000 psi b=12 d=20 ht10 Fix,Pin,Comp d=20 hzO 0 Fix,Pin,Comp 5000psi t=10 [-1~8 i hi-10 Fix,Pin,Comp 5000 psi h=10 =10 t=10 =10 h 0 Fix Pin,Comp 5000 psi Pi 10 h=10 10 t=10 Pi n , 5000 psi 1*0,pj h . nlAn,Pi om h-10 Shear din h ' m 5000 psi - Pin, pg$ Shear Sh Shear gh 5000 psi 5000 psi 5000 5000 psi t=18 Pi p h=10 Shear 5000 psi Shear 5000 psi Element: Supports Below Slab Summary Plan - 11 North East Lid- NE Lid2.cpt- 1/102006 Other Dead Loading: All Loads Plan Other Dead Loading: User Notes; User Lines; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load loons; Line Load Values; Area Loads; Area Load Icons; Area Loa Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: User Lines; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below, Slab Elements; Slab Element Edges; Scale = 1:220 Other Dead Loading: All Loads Plan - 12 NE? Live (Unreducible) Loading: All Loads Plan North East Lid - NE Lid2.cpt - 111012006 Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Ar Drawing Import: User Lines; User Notes; User Dimensions; Element: Walt Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 Live (Unreducible) Loading: All Loads Plan - 13 Design Strip: Banded Design Strips Plan Design Strip: User Lines; User Dimensions; Banded DSSs; DSS Numbers; Banded DSs; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Beams; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below Slab Elements; Slab Element Edges; Scale = 1:220 North East Lid - NE Lid2.cpt - 1/10/2006 Design Strip: Banded Design Strips Plan - 14 NEB Design Strip: Distributed Design Strips Plan Design Strip: User Notes; User Lines; User Dimensions; Distributed DSSs; DSS Numbers; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Beams; Element: Wall Elements Above; Wall Elements Below, Column Elements Above; Column Elements Below; Slab Elements; Slab Element Edges; Scale = 1220 North East Lid- NE Lid2.cpt- 11102006 Design Strip: Distributed Design Strips Plan - 15 All Dead LC: Reactions Plan All Dead LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below, Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,MZ)(Standard Context) North East Lid - NE Lid2.cpt - 11102006 Fr"0.0705 Fy 146 Fr-0 t05 FT155 0. 146 Fs- 732 SM~' FZ=29 6 S t =0?U5 32 _ ?11 Fr1 S9 = F °2256 11 Fs=-0.0000756 Fz=684 Fs FZ=309 7 7 SMr='12- Mr-0.0807 8 m MI'8 2?6 p~'2 Fr-0.7995=-7560 Fr--0.422 Fs=0.99az=0.00412 Fs=0.672 Fr=0.3 Fs=0.729 ~o ^ e 159 254 0 =327 Fz=317 Fz n a u_ ri 0981 r=-0 . Fr- F SM, SM,9S9 6.72 22 SMr 7 29 8 Fr-p 41 s=205 3 Z19l 4 c~ -7.55 M 4 31 ~4V-R . Fr=2.21 F,,_0.564 F,=3b.8 z Fs°0.27 Fz=92.7 Mr2099 0 _ SMr"2 73 1 St,M020 1 '1 2 5 OP p001 4 F s Ap o F` @ 91' Op19 `L F 1.1,2 p23 p. 0p000 ' S 0 6250p7 01230.116 F~ 000 Fs. 0~ Mr 22 1 .78 fF' F S ~0~1~`,~.'1~~0p036 6 2,6 6e, u^ S S S S F n a S u, ~n~'o363 000,1 5 FZ ~0p029 ~ Fs=0000142 - S S S ' , Fz'71 1 1 Mr.0.012 ~1 O' 6 v oO do 'li N~ g b ° ~ N o °o ~ R 5 SMs=-57. o o r ° ° u m r, o a ° i, ` o ~3 s q Oo u~ All Dead LC: Reactions Plan - 16 00 Long-Term Deflection LC: Deflection Plan Long-Term DCAection LC: User Lines; User Notes: User Dimensions; Drawing Import: User Linea; User Notes; User Dimensions; Element: Wall Elements Below Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:250 Vertical Deflection Plot 00-18 0.2 3 0.38... 0,42 r. a Min Value =-0.0688 inches @ (80.81.11.74) Max Value = 0.5948 inches @ (188.8,56.81) Design Summary: Punching Shear Status Plan Design Summary: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 North East Lid - NE Lid2.cpt - 11102006 Long-Term Deflection LC: Deflection Plan - 17 North East Lid - NE Lid2.cpt - 11102006 Design Summary: Punching Shear Status Plan - 18 NOV North East Lid- NE Lic12.cpt- 1/10/2006 Design Summary: Banded Status Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; DSS Design Numbers; DSS Design Status; Banded DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 rIK 2_ K OK -0 OK OK OK OK UK UK Un ~n 2-1 OK 3-2 9-2 9-3 9-4 9-5 9-6 9-7 9-8 31 OK 9-1 OK OK OK OK OK OK OK OK OK ~ 4-3 4-2 OK 11-1 11-2 11-3 11-4 11-5 11-6 11-7 4-1 OK OK ❑ OK OK ] OK OK J OK OK OK 5-2 5-3 OK a 12'7 12-2 12-3 12-4 12-5 12-6 12-7 0 OK a OK OK OK OK OK OK 15-2 15-3 5-1 OK 1 OI( 10.2 10 1 15 OK OKK 2 16 I OK 3 " OK t OK 6-2 K O 1 OK 6-1 OK OK 7-2 7-1 OK OK Design Summary: Banded Status Plan- 19 North East Lid - NE Lid2.cpt - 1110/2006 Design Summary: Banded Top Reinforcement Plan Design Summary: User Lines; User Notes: User Dimensions; Banded DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design ASBottom: C Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below: Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 4.5 T. 5#5 5 13#5 x-1=#5 x5517 14/_5x57. 16#5x47_16 #5x15 T. 16 #S x47.16 #S x47. 16 #S x57.16 #5 x4.5 T. 9#5 z25T. 1 10#52651.1 #5x4.51. 5265 T" 21115 x27. 10 #5x5.57.34 #5 x5.57.34#5x77. 35 #5 x7Tu36 #5 x6.5 T. its x4Tf~ 27 >tir_,- x1p 7.28 ❑ 7 1 11 #Sx`1~z ❑10 55~1T3#5x4T. 17#5x4T.16#5x11.5 T.13#5x6.5 T.10#5x7.57. 10#5x25#5x-1 6 7 1Sx 8.S g-C. 10145 x9t 12_#5 x3.5 T. T. 4#5~ #5x25""\ A 9#5x77_ 6#5x4.5T. Design Summary: Bandetl Top Reinforcement Plan -20 NEIL North East Lid - NE Lid2.cpt - 1110/2006 Design Summary: Banded Bottom Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottor Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 Ii, 12#5x8.58.10#5x1 13.58.10#5x13B. 10#5x13B. 10#5 x13.5 B10#5x13.1 B. 10#5x15 B. 10#Sz 14.51 - : #5 x 17.5 ~i-#5 x4 4 x1 6#55 1x_.58 4 #3 ~#Sa8.5 -g#5x12 g" gg.16#5x138.16#5x136.16#5x10.586#5x10.56.16#5x10.58.16#5x13.58.16#5 z14.5 3 #5 x~__ "T#~-X3.5-B. 9#5x1658. 1 #5 xI~ f #5x7,5 b?I7 #5x8.58.16 #5x8.5 B~t6#5x7.58,16 #Sz8.58: 21 #5x108 0 58 - 7 #5 X 10 IS. 10 #5x17.59 rx7 B. 15#5x11.58.17 #5x 11.5 B. 12#5x46.15#5x96. 10 #5x_9 10#5 x 14 5 B. 3 115 9 #5 z 103100SS515.; Design Summary: Banded Bottom Reinforcement Plan - 21 North East Lid - NE Lid2.cpt - 1/10/2006 Design Summary: Banded Shear Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Banded DSS Designs; DSS Design Shear Bars; DSS Design Bar Descriptions; Banded DS Designs; DS Design AsTop; DS Design AsBottom Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 Design Summary: Banded Shear Reinforcement Plan -22 NE(L North East Lid - NE Lid2.cpt - 11102006 Design Summary: Distributed Status Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Numbers; DSS Design Status; Distributed DS Designs: DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 ° m o O~ F' OF NNO 0O.Ni N N0 - Mp "Y O C' Y M O G O j 0 F 0 O Y El 0 Y Y F u O -r O N N n W w F O N ~N O w T Y O ° F F G No No °'o N Y O ° w ° / F b Os F w w Design Summary: Distributed Status Plan - 23 North East Lid - NE Lid2.cpt - 1/102006 Design Summary: Distributed Top Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Top Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsBol Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 x N '7 O wN N G ~iyv. J._x % X 1 ~'IN ll V' Ily D X ! Its O i0 7' 7{ F 71 h~ a v ~ W m Of ~ % xf h ~ b F- N ~ D * j O ~P Design Summary: Distributed Top Reinforcement Plan - 24 06 t5 North East Lid - NE Lid2.cpt - 1/102006 Design Summary: Distributed Bottom Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Bottom Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design As Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1:220 mm Design Summary: Distributed Bottom Reinforcement Plan - 25 North East Lid - NE Lid2.cpt - 11102006 Design Summary: Distributed Shear Reinforcement Plan Design Summary: User Lines; User Notes; User Dimensions; Distributed DSS Designs; DSS Design Shear Bars; DSS Design Bar Descriptions; Distributed DS Designs; DS Design AsTop; DS Design AsE Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Edges; Scale = 1220 Design Summary: Distributed Shear Reinforcement Plan - 26 LO 0 N N 4 Q U J W Z c co F, L cc m E E E O U ~ Sm LIP N E c E Irnwp+1~~ NE4 G co a G cn 7 a C r N NIF- 0 ~,r If) 0 0 N 00 N N Q U J w Z Ii~,1MV~ ~rp LOA-0 (0 a U 0 N d cc U J a co a~ Q cu 4 E CL i s :6 w ~ B O w U S Y c y E CU - ~ o g fr E $ ~ J o~~ a Y w Y 0 u 3 i a Q J j E $ m 3 _ ~E3i ¢ ~ E u o`wyi al ,til :S A 1 1, 1 ; ~ f7 LO C) N 00 N CL U J W Z c nco V/ - O U$ c~ E (M y~ 3 E Y 0 d E N ~ '6 < F .U€ s E n° .4 V x o L ~ ~ E Jg Z u c 4 Z B s- ~ w , j E Wax $°$s E 3: -1 $oEm`K Lu r K L/ u tot, NEB co IL N c 0 U D1 C co 0 J N a U 7 U C U J NO Vail's Front Door Parking NE Lid COLUMN REACTIONS 5500.02 LLG 12/27/05 ID Fz dead Fz live Mx dead Mx live My dead M live 11 240.5 136.6 3.761 0.2023 13.96 7.814 10 269.7 94.74 -1.899 -13.94 -20.44 -17.58 12 229.4 132 11.01 17.24 -9.675 -9.612 9 222.2 65.85 -22.34 -19.99 -5.026 -3.681 7 163.9 30.35 -20.26 -2.84 -5.229 0.06867 6 90.24 53.22 -7.044 -3.806 6.942 4.284 8 103.5 30.31 24.42 2.755 -1.863 1.546 5 68.86 37.14 -18.9 -11.99 4.301 3.595 3 39.39 23.31 -7.674 -3.965 -29.3 -17.39 2 31.42 18.75 -10.01 -5.487 -21.83 -13.16 4 32.52 12.75 -12.23 -3.825 1.057 1.444 1 1.417 0.8131 -14.95 -8.498 0.9323 0.5068 ~ ~-O- c`v N618 Vail's Front Door Parking NE Lid ID F C-1 Mx My 11 568.9 32.8 5.6 10 538.6 26.4 58.5 12 545.6 29.9 44.7 9 423.0 65.3 13.3 7 281.1 33.2 7.2 6 216.8 16.3 17.0 8 196.4 38.9 0.0 5 159.5 46.8 12.1 3 94.8 17.5 70.6 2 75.9 23.3 52.9 4 67.2 23.6 3.9 1 3.4 35.4 2.2 COLUMN REACTIONS [~A 1,/-, k, Z 5500.02 LLG 12/27/05 Title : Dsgnr: Description Scope : Job # N 6LI Date: 1:43PM, 28 DEC 05 Flev: 580003 User: KW-0606238, Ver5.8.0, 1-Dec-2003 Rectangular Concrete Column Page 1 (c)1983-2003 ENERCALC Engineering Software vfd parking.ecw:Calculations Description Column NE Lid 11 (square) General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Width 14.000 in f'c 5,000.0 psi Total Height 16.000 ft Depth 14.000 in Fy 60,000.0 psi Unbraced Length 11.000 ft Rebar: Seismic Zone 1 Eff. Length Factor 1.000 3- # 9 d= 1.500 in LL & ST Loads Act Separately Column is BRACED 3- # 9 d= 12.500 in 2- # 9 d= 7.000 in Loads Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 240.500 k 136.600 k k in Applied Moments... @ Top 13.960 k-ft 7.814 k-ft k-ft @ Bottom k-ft k-ft k-ft Column is OK 14.00 x 14.00in Column, Rebar: 349 @ 1.50in, 349 @ 12.50in, 249 @ 7.00in ACI C-1 ACI C-2 ACI C-3 Applied : Pu : Max Factored 568.92 k 252.53 k 216.45 k Allowable : Pn * Phi @ Design Ecc. 665.08 k 665.08 k 665.08 k M-critical 48.36 k-ft 21.46 k-ft 18.40 k-ft Combined Eccentricity , 1.020 in 1.020 in 1.020 in Magnification Factor 1.00 1.00 1.00 Design Eccentricity 1.020 in 1.020 in 1.020 in Magnified Design Moment 48.36 k-ft 21.46 k-ft 18.40 k-ft Po * .80 1,023.20 k 1,023.20 k 1,023.20 k P : Balanced 320.79 k 320.79 k 320.79 k Ecc : Balanced 10.141 in 10.141 in 10.141 in Slenderness perAC1318-95Section 10. 12& 10.13 Actual k Lu /LLr 31.429 Elastic Modulus 4,030.5 ksi Beta Cl AEa. C-1 ACI Ea. C-2 ACI Ea. C-3 Neutral Axis Distance 16.1200 in 16.1200 in 16.1200 in Phi '0.6500 0.6500 0.6500 Max Limit kl/r 34.0000 34.0000 34.0000 Beta = M:sustained/M:max 0.5918 1.0000 1.0000 Cm 1.0000 1.0000 1.0000 El / 1000 0.00 0.00 0.00 Pc : piA2 E I / (k Lu)A2 0.00 0.00 0.00 alpha: MaxPu / (.75 Pc) 0.0000 0.0000 0.0000 Delta 1.0000 1.0000 1.0000 Ecc: Ecc Loads + Moments 1.020 1.020 1.020 in Design Ecc = Ecc * Delta 1.020 1.020 1.020 in AC! Factors (per ACI 318-02, applied internally to entered loads) Trr ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic = ST 1.100 0.800 1.400 0.900 r'.It.rA A< r ~G1 N91D Vail's Front Door Parking NE Lid COLUMN REACTIONS 5500.02 LLG 12/27/05 ,Jvx +i4 My/F 1200 1000 800 600 u- 400 200 0 0 40 80 120 160 My (k-ft) F, b6sk 14xi4 146 74 Vail's Front Door Parking Mid Parking Lid ID Fz dead Fz live Fz total #A 128 138 266 #B 15 16 31 #C 206 223 429 #D 270 216 486 #E 194 122 316 COLUMN REACTIONS ID F (C-1 #A 413.8 #B 48.2 #C 667.5 #D 745.2 #E 479 LLG l4k Z4 c~ 5500.02 12/21/05 ~s~r-imh'.t^~s^i^r•r~^ nr -.w,..i,,.•~a-cr'. I r-r:.s °°%'as~w^ !R" 3 T 11 !r 4 ~j r-: r LILIL F a L-L f x ' 1'- - 1 I ~~II 1~JJ ~1 i vRl"s ' ) ~ 51 t _ l 24" THIGK GONGRErB. ,5 SLAB RE: NOTE4 t .i - l 111 ~I Y I / '.P I \ ii P ' , _ ,e ~ ter,,- - - ~-3 - ~ - Y /J AT t / n /l i y i f / I \ ' 1 OPC-N TO d \ BFLON / r 2 i/% 105 D% \ 1?.U ~ % ~ ~ ~ FLOOR, FRFrfNING ~ OWWWMMWAM~w 90 NETS Title : Job # Dsgnr: Date: 9:57AM, 30 DEC 05 Description Scope: Rev: 580003 - Page 1 User: KW-0606238, Ver 5.8.0, 1-Dec-2003 Rectangular Concrete Column vfd parking - columns.ecw:Calculations (,11983-2003 ENERCALC Engineering Software Description Column #D (square) General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Width 18.000 in f'c 5,000.0 psi Total Height 18.000 ft Depth 18.000 in Fy 60,000.0 psi Unbraced Length 18.000 ft Rebar: Seismic Zone 1 Eff. Length Factor 1.000 3- # 9 d= 1.500 in LL & ST Loads Act Separately Column is BRACED 3- # 9 d= 16.500 in 2 - # 9 d= 9.000 in Loads Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Dead Load Live Load Short Term Eccentricity Axial Loads 270.000 k 216.000 k k in M 152281M51 -7 c.,,,,., !2 Column is OK 18.00 x 18.00in Column, Rebar: 349 @ 1.50in, 349 @ 16.50in, 249 @ 9.00in ACI C-1 ACI C-2 Applied : Pu : Max Factored 745.20 k 283.50 k Allowable : Pn * Phi @ Design Ecc. 947.96 k 947.96 k M-critical 70.79 k-ft Combined Eccentricity 1.140 in Magnification Factor 1.04 Design Eccentricity 1.180 in Magnified Design Moment 73.29 k-ft Po * .80 1,458.40 k P : Balanced 556.12 k Ecc : Balanced 9.845 in Slenderness per ACI 318-95 Section 10.12& 10.13 Actual k Lu / r 40.000 Elastic Modulus ACI Eq. C-1 Neutral Axis Distance 20.7350 in Phi 0.6500 Max Limit kl/r 34.0000 Beta = M:sustained/M:max 0.5072 Cm 0.6000 El / 1000 11,172.21 Pc : pi^2 E I / (k Lu)^2 2,363.37 alpha: MaxPu / (.75 Pc) 0.4204 Delta 1.0352 Ecc: Ecc Loads + Moments 1.140 Design Ecc = Ecc * Delta 1.180 ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C 2 DL 1.400 ACI C-2 Group Factor ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor ....seismic = ST 1.100 26.93 k-ft 1.140 in 1.00 1.140 in 26.93 k-ft 1,458.40 k 556.12 k 9.845 in 4,030.5 ksi ACI Ea. C-2 20.8350 in 0.6500 34.0000 1.0000 0.6000 8,419.64 1,781.09 0.2122 1.0000 1.140 1.140 ACI C-3 243.00 k 947.96 k 23.08 k-ft 1.140 in 1.00 1.140 in 23.08 k-ft 1,458.40 k 556.12 k 9.845 in Beta ACI Eq. C-3 20.8350 in 0.6500 34.0000 1.0000 0.6000 8,419.64 1,781.09 0.1819 1.0000 1.140 in 1.140 in 0.800 0.750 ACJU" 1 "1.4 r-acfor fur auisinic 0.900 Add" l "0.9" Factor for Seismic 1.300 1.400 0.900 1 1 e IAA. A aEz4 Axial : Pn"phi (k) Moment: Mn'pni (k-ft) NW LO 0 0 N N CL U ui z J ~ 6 L-( t7 I'A 1 r~, C a N L m C L U C a z co E E 7 U) m 0 _co 0- U) f-+ co U) L - co N U c co E E U) c cm 0 r J v NE 1(~ , Cpt 0 N a U N a J W Z iri c (D 0 0) a U W N m E Q W a U ro d U) iii iii o c a) E w a ~ _ro c Cl) U > Co p on ^ U Q I..L d N ~ u) E N E w C E E .N o vJ m U L U o m c o~ c N 47 U W CM IL C iri c o U U E- C: oEQ ~ E Z L- o - co ? E N~ E J C CO L WE 1 W E a ~ co •N ,C^ j Etc`! " m C II C ~ .m •3 E ro N cz U U ° ° W (n F P,iE ~JP 7 MC~A'~ clerk W` V O (n 11 rr co fI L 0 ~ NSUP ro IL m N L Cf) 01 c L U C CL z ro E E 7 Cf) c a~ .N ro ° OCT? USA: 800-527-RAIL 8 0 36- ECON DECON STUDRAILSCAN: PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Jan 5,2006) NE Lid 10 - STUDRAIL DETAIL 1.58 in. .28 in. _ 17 3/4 in. 1/2 in. 1 /4 in. _ 3 3/4 in. 3 3/4 in. 30 in. Number of rails/column s Number of studs/rail 7 Stud diameter 1/2 in. Stud spacing, s 3 3/4 in. Distance to first stud, So 3 3/4 in. Overall height of rail 17 3/4 in. To cover 1 1 /2 in. Bottom cover 3/4 in. GENERAL DATA CONNECTION DATA File Name: C:\...\parking lid rails.INW Connection Name: NE Lid 10 Project Title: Vail's Front Door Parking Lid - 5500.02 Connection Type: Interior Column Design Code: ACI 318-95 Column size x: 14 in. System of Units: US (in., lb.) Column size y: 14 in. gamma, 0: 0 Overhang (x): 0 in. Overhang (y): 0 in. STUDRAIL DATA Vu: 539 kip Stud yield strength (fy): 50000 psi Mox: 26.4 ft-kip Stud Diameter: 1/2 in. Moy: 58.5 ft-kip Stud Spacing: Automatic Prestress (fpc): 0 psi Number of Studrails: 8 SLAB DATA Effective depth (d): 17.75 in. Slab thickness: 20 in. Top cover: 1.5 in. Bottom cover: .75 in. Concrete strength (f'c): 5000 psi Concrete Density: Normal Weight DECON STUDRAILSCAN: USA: 800-527-RAIL 800-36-D CON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Jan 5,2006) DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 2254.3 in7A2 Moments of Inertia: Jx = 3.79E+05 in7A4 Jy = 3.79E+05 in7A4 Jxy = 0.00E+00 in7A4 Maximum shear stress: vu = 256 psi at x = 15.88 in. y = 15.88 in. Shear resistance: On = 240 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 4673.8 in7A2 Moments of Inertia: Jx = 3.84E+06 in7A4 Jy = 3.84E+06 in7A4 Jxy = 0.00E+00 in7A4 Maximum shear stress: vu = 119 psi at x = 42.13 in. y = 10.68 in. Shear resistance: On = 120 psi WARNING AND OUTPUT MESSAGES Warning: The slab effective depth seems large! Warning: The slab thickness appears high! ~4M DECON STUDRAILSCANUSA:: 8 0-36DECON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Jan 5,2006) NE Lid 11 - STUDRAIL DETAIL 1.58 in. .28 in. _ 17 3/4 in. 1/2 in. 1/4 in. 3 3/4 in. 3 3/4 in. 33 3/4 in. Number of rails/column s Number of studs/rail 8 Stud diameter 1/2 in. Stud spacing, s 3 3/4 in. Distance to first stud, So 3 3/4 in. Overall height of rail 17 3/4 in. Top cover 1 1/2 in. Bottom cover 3/4 in. GENERAL DATA CONNECTION DATA File Name: C:\...\parking lid rails.INW Connection Name: NE Lid 11 Connection Type: Interior Column Project Title: Vail's Front Door Parking Lid - 5500.02 Design Code: ACI 318-95 Column size x: 14 in. System of Units: US (in., lb.) Column size y: 14 in. gamma, 0: 0 Overhang (x): 0 in. Overhang (y): 0 in. STUDRAIL DATA Vu: 569 kip Mox: 32.8 ft-kip Stud yield strength (fy): 50000 psi Moy: 5.6 ft-kip Stud Diameter: 1/2 in. Prestress (fpc): 0 psi Stud Spacing: Automatic Number of Studrails: 8 SLAB DATA Effective depth (d): 17.75 in. Slab thickness: 20 in. Top cover: 1.5 in. Bottom cover: .75 in. Concrete strength (f'c): 5000 psi concrete Density: Normal Weight tj USA: 800-527-RAIL 800-36- ECON DECON STUDRAILSCAN: PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Jan 5,2006) DESIGN PARAMETERS AT d12 FROM COLUMN FACE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 2254.3 in7A2 Moments of Inertia: Jx = 3.79E+05 in7A4 Jy = 3.79E+05 in7A4 Jxy= 0.00E+00 in7A4 Maximum shear stress: vu = 260 psi at x = 15.88 in. y = 15.88 in. Shear resistance: On = 240 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 5050.3 in7A2 Moments of Inertia: Jx = 4.81 E+06 in7A4 Jy = 4.81 E+06 in7A4 Jxy = 0.00E+00 in7A4 Maximum shear stress: vu = 114 psi at x = 10.68 in. y = 45.88 in. Shear resistance: Ovn = 120 psi WARNING AND OUTPUT MESSAGES Warning: The slab effective depth seems large! Warning: The slab thickness appears high! 9 ri19A USA: 800-527- 80036- ECION DECON STUDRAILSCAN: PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Jan 5,2006) NE Lid 12 - STUDRAIL DETAIL 1.58 in. .28 in. _ 17 3/4 in. 1/2 in. 1/4 in. _ 3 3/4 in. 3 3/4 in. 30 in. Number of rails/column 8 Number of studs/rail 7 Stud diameter 1/2 in. Studspacing, s 3 3/4 in. Distance to first stud, So. 3 3/4 in. Overall height of rail 17 3/4 in. Top cover 1 1/2 in. Bottom cover 3/4 in. GENERAL DATA CONNECTION DATA. File Name: C:\...\parking lid rails.INW Project Title: Vail's Front Door Parking Lid - 5500.02 Connection Name: NE Lid 12 Connection Type: Interior Column Design Code: ACI 318-95 Column size x: 14 in. Column size y: 14 in. System of Units: US (in., lb.) Overhang (x): 0 in. gamma, 0: 0 Overhang (y): 0 in. STUDRAIL DATA Vu: 546 kip Stud yield strength (fy): 50000 psi Mox: 29.9 ft-kip Stud Diameter: 1/2 in. Moy: 44.7 ft-kip Prestress (fpc): 0 psi Stud Spacing: Automatic Number of Studrails: 8 SLAB DATA Effective depth (d): 17.75 in. Slab thickness: 20 in. Top cover: 1.5 in. Bottom cover: .75 in. Concrete strength (f'c): 5000 psi Concrete Density: Normal Weight DECON STUDRAILSCAN: USA: 800-527-RAIL 800-36-D CON PROJECT TITLE: Vail's Front Door Parking Lid - 5500.02 (Jan 5,2006) DESIGN PARAMETERS AT d/2 FROM COLUMN FACE. Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 2254.3 in7^2 Moments of Inertia: Jx = 3.79E+05 in7^4 Jy = 3.79E+05 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 257 psi at x = 15.88 in. y = 15.88 in. Shear resistance: On = 240 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area: Ac = 4673.8 in7A2 Moments of Inertia: Jx = 3.84E+06 in7^4 Jy = 3.84E+06 in7^4 Jxy = 0.00E+00 in7^4 Maximum shear stress: vu = 120 psi at x = 42.13 in. y = 10.68 in. Shear resistance: Ovn = 120 psi WARNING AND OUTPUT MESSAGES Warning: The slab effective depth seems large! Warning: The slab thickness appears high! NC- 530 ValS From DOa NE Lid D p MaxM MuM M M MMM -M M m MaxM -m WWI. . MinM Minh ABnM W. Minh MnM W ID S w I.P. Shen Nca Volt Bmdw Taam Dphm. Twig(Wp DO.- Sh- 0.'a V.n Bmdg Tasipn Dphm. Twig(WI DOWim /Kips) (Kips) (Kips) (WP6) (tq-8) 8) Onches) (Kips) (Kips) (Kips) IWVB) (WPB) Bmd 6) (inch) t-1 1 -0.982 0.019 -2484 -3A53 -0.451 -0441 2814 0.003 2.345 -0.043 -5.690 -8.254 -1.050 -0.655 614 0.021 1-' 2 -0.060 0390 -5461 4.027 4.139 -0.386 8.223 0.026 0.276 0.229 2.290 1.665 -0085 3.398 0011 '-1 3 -1,220 0.602 J.655 4.950 1.5]3 2592 ].923 0.030 -0.280 0.557 -1.9x9 2.091 -1.184 3.269 0.012 1.1 4 1.289 1.89] -1.J23 8.888 1.638 -3.862 5.295 0033 1.151 1.266 -0.J13 3.711 2.178 0.014 t-1 5 2.552 1.214 1.831 14.120 9.550 -2.%7 3.481 0.034 2.009 0.561 0.11 $862 3 -1.521 1.43, 0.014 1-1 6 2.563 2.719 0.021 12M0 -3.608 -1.850 -2.127 0.030 1.990 1.898 0026 5.141 -0.643 -0.881 00'4 1-1 7 34121 2.906 1.093 1, I. -12570 -5801 .8462 0.032 2.357 1.7M 0.089 4.553 -3.879 -3.452 0.013 1-1 8 3.559 3.302 1.885 11.380 -15.710 2.535 -7.812 0.02] 2.712 2.005 0.830 0.550 1 2.333 -3.186 0.011 9 3.417 2.884 4.555 4.306 -22.230 1.599 -,2.420 0.021 4404 2456 2.240 1AN 1.]56 -5.064 0010 t-1 10 3.625 1.860 4.731 -2.140 -7.411 -0.731 -3.732 0.006 5.022 3.1]1 10.620 4.103 -0.388 -10.280 0.014 1-1 11 3.616 1.858 4.722 .7.532 6454 -3.657 0004 5.008 3.172 10.600 -24990 9.582 -10.060 0008 1-2 1 3.723 1.379 -7.94] 5.485 1.581 0.856 0.003 5.287 2.]50 -14.850 -22.690 2.903 0.007 1-2 2 3.]40 1401 .001 5 5442 2.222 O.w 0000 3.810 0.007 1-2 3 3.756 1425 .058 5.399 4. 2.866 0.861 0.- 5.329 2826 0 -17.960 6674 4.722 -0.114 0.007 1-2 4 3773 1448 -8.112 7 5.359 3.517 0.858 0.000 5.350 2685 -15140 -15.590 6570 5641 -0.111 0.007 1-2 5 3.790 1472 5.316 4.1]2 0.855 0.004 5.3]1 2.905 -15.240 13.170 6.460 6.566 -0.110 0007 1-2 6 5.243 1844 R 8 7.343 6.262 1.524 0000 4.532 2.857 -14.380 6.842 -0.511 0.007 '-2 7 5.289 1.675 -9.896 1 ].288 ].182 1.519 0005 4.549 2895 -14.480 ].431 -0.507 007 1.2 8 5295 1707 9969 ].257 8.112 1.513 0005 4.567 2.930 -14.580 -77 4.88] 8.228 -0.505 0.00] 1-2 9 5323 1.]39 -10910 1 7.213 9.052 0.005 4.586 29]3 -14.670 -3)85 4.775 9.030 -0.501 0007 1-2 10 5.309 -10.120 7.167 9.998 0.005 4800 3.012 -14.10 -1388 4661 9836 -0.497 0007 '-2 1 6.O6J 2.528 432]0 0 7.862 12.810 1.305 4.203 2.618 -13.030 0900 4.105 9.536 0.378 0.006 1 0.124 0028 1 15.880 -0.422 10.300 0.018 -0.306 -0.069 -6.259 -1A08 3].700 0.016 24.820 0.043 2-t 2 0.312 -0.070 43258 10.820 3].610 -0828 23.300 0.052 0.119 0.026 -2.809 4519 15.600 0.188 9.668 0.022 2-1 3 0.371 0.224 -2.209 31.360 21.600 -O.Mt 20.520 0.059 0.787 0.308 -0916 13.070 8.943 -0.994 84% 2.1 d 0.3]1 0.224 -2.246 35.770 21.610 0008 20.060 OOM 0.787 0.308 -0.916 149870 8.9x6 0.550 8305 1 2-' S 1.505 1.04] 1405 43.830 t00t0 -1.158 9.330 0067 1.568 0.60' 0.621 IB.t30 4.112 -0.864 3.82fi 24 6 1.505 1.047 1405 41.080 10.000 1.]94 9.112 006] 1.566 0841 0.621 16.910 4.110 2.206 3.]37 2-1 7 2.540 2447 5.804 31.720 -2.]57 0.358 -3.709 0.059 2.248 1.678 24451 12.820 -1.129 0.619 -1.573 2-1 8 2.626 3.526 8.838 16.400 -9.237 4.905 -12210 O.Ode 4.200 30371 3802 5.]83 3598 -5.913 -5.371 1 2-1 9 2.503 3.147 ].551 0.517 -8.093 0.421 -10.360 0.032 4.014 4.002 5.810 -1.715 -5.579 2089 -7.]29 2-1 10 3.194 3395 3.157 -13.450 3.513 -2.343 J.BB3 0.012 4003 5.448 8.281 -29.220 S6d2 -3.805 -11.690 2-t 1, 3]60 5.702 4.761 -18.1310 -25920 -24% -3.516 0.009 4.552 8.800 -796] 43.360 -520701 -5.161 -8979 2-2 '11 2.0]8 4740 0.993 -11.]00 -19.2]0 -2.115 J.602 0.009 2.252 6.98] 0.235 -2)330 07.650 -38]2 -,0.]80 2-2 2 2.948 3200 0.328 .41.02] -1.003 -0.265 0.627 0.011 1646 3.812 -8.619 -19.350 -0453 0.640 -2778 22 3 4.074 x.318 2.248 5.805 -1.077 2.263 3.116 0.010 5.506 6.185 4.150 -14480 -0458 6089 2-2 d 9.999 4.150 0.5]9 0.673 4.630 2.526 4.008 0.014 8.469 3.763 0.799 -1.214 10.060 6.991 0.019 2-2 5 15420 -4.389 09151 6.412 6.952 5.648 6.791 0.022 10.02) -3.05] -0.217 4437 44'2 3.26] 0.013 2-2 6 14.610 2533 1.]08 3829 5.498 18.860 0.566 0.024 8.950 2.324 0901 2.201 2440 1 2.194 0.014 2-2 ] 20.530 4.018 14]0 4.]21 O.fi64 1.036 -0.235 0.02fi 13.490 3.399 0.840 2fi38 0.821 -0.072 0015 2-2 8 20.500 4.048 1469 2.06] 0.567 36.910 -0.223 0.02] 13670 3.014 0.839 1.121 0.565 -0068 0015 2-2 9 15.550 74181 1.405 -0.1 021 0.538 5.828 -1.894 0.016 23.960 10.]90 2.382 0486 2290 0 R -3980 0.027 2-2 10 10.660 12.500 4.889 -0.343 1.880 -15.310 -1.]00 0018 16.400 20.,10 70816 0848 1.648 0 -3485 0.02] 2-2 11 13.180 16.650 7.540 -1471 -'1020 29.440 0.887 0.017 20.060 26.560 12610 -25.120 -21.030 0 0.118 0028 3t 1 -0.747 -1.241 -16.6]0 -12.530 0.924 1.037 1.720 000] -2066 -3.134 -39980 -30.250 -2277 3 4.118 0.017 31 2 -2056 3.134 -39.990 43.850 6.932 0.049 -0.147 -1.241 -16600 '8350 6 2885 0.020 -2.212 -19.]40 -0.109 0632 3605 0075 -0565 -0691 -8161 289]0 -1.718 2 192 0.031 3-1 4 -2.242 -212 -19740 106.000 429 3361 -0.691 44.090 -205] 9 1 1.391 0000 3-1 5 -1.979 -0.804 -2.324 100.500 2.822 -1.714 4557 0.'04 4215 0.'83 -0.831 41.690 1.186 Otd 1.879 O.Od3 3-1 fi -1.979 -0.604 -2.324 104.800 2.]28 -5.341 4463 0.106 0.215 0.103 -0.831 41230 1.133 -1420 19840 OOdS 31 7 -1348 0.790 13500 78.800 9216 -3.956 4.933 0.09] 0.290 . 1.228 5.869 32.140 3.639 -1.706 29010 0.040 8 -02]2 2. 6,4 31.810 60.280 19.010 4.6]2 4.807 0.080 1.022 2457 13.690 24.280 ].992 -3.48] '.920 09035 3-1 9 -0.952 1.666 31.1% 2.050 19.990 -55% x982 0.062 20155 3.701 14190 -2.21 9.125 2.048 09027 3-1 10 2425 3.919 25090 -250890 1]92]0 -3.188 -0J13 0.018 1.973 4.605 56.180 -56.960 409250 -5.459 -19309 0042 3-1 t1 2025 3919 25.09D -]2.360 18.310 1.1451 -0.630 0.010 1 9]3 49605 58.180 -164.800 42.670 -2.003 -1.128 0.023 De T Stdp Faces Ne 33~ VWN Front 1b NE Lid Design Max I. . Mex V Max V Mar V M V Max V Maz V Max V Min V I.. n V Min Min V Min V Mln v Min V Min V Mex I. . ID Slbn Shaer Apes Vertical Baldly Tmti Dphm. Twist (YP Daleclbn Shear Niel Valka Budng To w Dphm. T wist (IdP Dab lion Shur (Kips) (Kips) (Ki ) BOP6) NO-1) Bendn 1) Ilnphea) (Kips) (Kips) (Kps) (w") (pP1) Beodn 1) (nphea) (Kips) 1.1 1 -0.882 0.0]9 4084 3.053 -0451 -0401 2.814 0.009 4q345 -0.013 -5890 8.254 -1050 -0.655 6.774 0.021 -1.003 t-1 2 0.216 0.229 -2.2911 1.886 1.663 -0.085 3.398 O.Ott -00060 0.380 -5.461 4.02] 4.139 -0.3% 8223 0026 -0.060 t-1 3 9.280 0.557 -t,8a9 2.091 0.594 -1.180 30269 00012 1 220 0.602 -4.655 4.950 t 573 -2.592 7.023 0.030 3.035 1.151 1.266 -00313 3.]11 0.633 -2.1]2 2.178 0.014 1.268 1.897 --1.]23 8.806 1.638 3.662 5,295 0.033 1.190 1-1 5 2.552 7.214 1.831 14.120 9.550 -259] 3481 0.034 2009 0.561 O.ni 5.862 3.969 -1,521 1.431 0014 2.552 1-t fi 3.095 2.601 0040 7.987 -2.313 -1.001 -1.310 0.022 1.900 2.153 0.013 10330 -3.100 -1438 -1.833 0.029 2563 1-1 7 3.121 2.908 1.093 11.100 -12.5]0 -5.801 -8.662 0.032 2.35] 1.]39 01489 4.553 -5.177 -3.8]9 3452 0013 3.121 Ti 8 3.559 3.302 14885 11.380 -15.]10 2.535 -].812 0.02] 2312 2.00511 0.830 4.550 8.520 2.333 -3.186 0,011 3.559 1-1 9 4.192 3.212 4.689 4.295 -22480 1.86] -12490 0021 30112 1.926 2.050 1.525 -9.172 1,312 4942 0009 0,192 1-1 10 $.022 3.1]] 10.620 4.103 -19.320 0.388 -10260 0.014 3625 1.860 4.731 -2.140 -].411 -0.]31 -3.132 0006 5.022 1.1 11 S009 3.1]2 10.600 -24.990 -19.590 9.582 .1 0.060 0.008 3.616 7858 4.722 .11.440 .7.532 6454 -3.65] 0.004 5.009 7_2 1 3.]23 1.3]9 -].917 -10.080 5.485 1.581 0..66 0003 5.28] 2.750 -14.850 -22.890 8.891 24903 -0.118 0.001 5.28] 1-2 2 3140 1.401 -8.001 -8.80.5 5.!42 2.222 0.881 00004 5308 2.]88 -14.950 -20.350 6.783 3.810 -0.115 0.00] 5.308 1.2 3 3.756 1.425 -8.056 -]520 5399 2.866 0.861 0.004 5.329 2826 -15.040 -1]980 6.674 4.]22 -OA 14 000] 5.329 1.2 0 3.n3 1448 -8.112 8.217 5259 30517 0.858 0004 5.350 2.865 -15-140 -15.590 6.5]0 5641 -0.111 000] 5.350 1-2 5 3.780 1.4]2 -8.169 4.891 5.316 4.1]2 0.855 0.001 5.371 2.905 -15.240 -13,1]0 8460 6.566 -0.110 0.00] 5.371 t-2 6 3.808 1.497 8.21] 3.558 5.272 6.830 0.853 0.000 5.393 20918 -15.310 -10.]10 6349 7498 -0.108 0.007 5393 1-2 7 3.828 1,521 -8.285 -2.196 5.22. 5.502 0.850 OINK 5.015 298] .15 .440 8.215 6.236 8440 -OAO5 0.00] 5.415 142 B 3.ead 1.50] 4346 -0.819 5.187 8.171 0847 O.OOd 5.438 ION -15.550 -5.694 6.128 9.389 -0105 0.007 5.438 1-2 9 3.863 H 849] 0.582 5.103 6.858 0.815 0.000 5.462 30]2 -15660 -3.132 6.017 10.350 -0.103 0.00] 5062 1-2 10 3.881 1.599 . -8.48. 2.000 5.098 7.Sa4 0.812 0004 5.085 3.116 .15.]6 -0.541 5.902 11.310 -0.101 0.00] 5485 1-2 11 30900 1.625 -8953[ 3440 5(154 8.237 OB39 0004 5,509 3.160 -15.880 2.086 5,790 12280 -0.098 0.007 5.509 2-1 1 0124 0.026 -2.609 -04581 15.680 3422 10.300 0.018 -0.306 -0.089 8.259 -1408 37300 -0016 24.820 0.003 0.350 2.1 2 0.119 0.026 -2.609 4.519 15640 4188 9.668 0.022 -0.312 -0.070 -6.258 10.820 3].610 -0.628 23- 0.052 0.3x2 2-1 3 0.787 0.308 3.916 13.0]0 8.903 -0990 8.493 0025 0.3]1 00224 -2249 31.360 21.600 -0.]21 20.520 0.059 1.380 2-1 4 0.78] 0.308 -0.916 14.870 8248 00550 8.305 0.02] 00371 0.224 -2.248 35110 21.610 0008 20.060 0.066 1.380 2.1 5 1.505 1.00] 1405 43.830 10.010 -1.158 9.330 0067 1.568 O.Ba1 0.621 18.130 4.112 -0.864 3.826 0.028 2439 2.1 6 10505 104] 1405 41.080 10.000 1]84 9.112 0.067 1.588 O.Bdt 0.621 16.910 0.110 2208 3.73] 0.026 2439 2-1 J 2.540 2.407 5.804 31.720 -2.]5] 0.358 -3.]09 0.059 2.248 1.676 2451 12.820 -1129 0.619 -1.5]3 0025 3.09] 2-1 8 3.m9 4.005 8.]55 16.280 -9.253 -5.913 -12.370 0.049 2,837 2.573 3.60] 5.971 -39512 -4232 -5.103 0.021 3449 2-1 9 3449 4.005 8.]50 -O-M5 -9289 0.808 -12.000 0.03] 2.838 2.573 3.60] -1.103 -3587 1.303 -4.969 0.016 3.449 2-1 10 4.003 5.046 8.261 -29.220 5.842 3.805 -11.890 0.02] 3.194 3.395 3.15] -13.450 3.513 -2343 4.883 0012 4.003 2-1 11 3.760 5.702 4.]61 .18.810 -25.920 -24% -3.516 0.009 5.848 8.8]0 .7.405 -29.270 40.320 3.883 5470 0014 S8a8 2-2 1 1.552 5.955 0.689 -26340 -354830 3.862 -10.580 0.018 3.243 6459 -1.]50 -12.680 -22.640 -2.168 4.939 0011 3230 2-2 2 1.8.8 2.505 -5.179 -6.498 -0.700 -0340 -0.784 0.009 2084 4.229 -9308 -19.0]0 -OSM 9.594 -2.684 0017 2.084 2-2 3 5.506 6.185 4.150 -11.480 -0458 2.n9 6.088 0.018 4.074 49318 2.208 -5.805 -1.0n 2.263 3.116 0.010 6.338 2-2 10.1]0 4.504 0..56 -0.%7 10.250 3038 ].305 0.021 ].169 2.952 O4B0 0245 0338 1.998 3.525 0.011 11.150 2-2 5 13.3]0 -3.]79 0.290 7.868 SIT 4.]48 6.502 0020 13.440 4.074 -0448 5309 5.111 5.538 3.750 0016 1002) 2.2 6 14810 2.533 1.706 3.828 5498 18.860 4.586 0.024 9.954 2324 0.901 29201 2.040 11.570 2.191 0.014 13850 2-2 7 20.530 4.018 1.470 4.721 0.684 1436 -0.235 0.026 13490 3.399 0.840 2.638 0.621 -0412 -00]2 0.015 20.980 22 8 20.500 4.046 1.469 2.W7 0.- 38.910 9.223 0.027 13.4]0 3.414 0.839 1.121 0.565 24.220 -0.068 0015 20.950 2-2 9 23.960 10.790 2.382 -0A86 -2.290 10250 8.980 0.027 15.550 ].181 140 -0.162 -0.538 5928 -1.891 0016 20.190 2-2 10 16000 206110 7.816 -0.848 1.648 -23.240 .3.486 0.027 10.860 12.500 4.889 -0.303 1,880 .15.310 -1.]00 0.016 16.4. 2-2 11 20060 26.560 12.610 -25.120 -21.030 46.200 0.118 0.02. 13180 16.650 7.540 -14.]80 -11.020 28.400 0.88] 0017 20.060 3-1 -014] -1.241 -16.6]0 -12.530 -0.920 1.03] 1.720 000] -2.056 -3.130 -39.990 -30.250 -2.2n 2.903 4.118 0.01] -0.747 3-1 2 -0,]47 -1.241 -16.660 18.350 -1.615 -0.296 2.885 0020 -2.056 -30134 -39.990 43.850 4936 -0.]]6 6.032 0049 -0.]47 31 3 -0.565 -0691 -8.161 28.9]0 18 9.062 1492 0031 -2.242 -24212 40109 0632 3.605 O.Oll -0.20] 31 d 20565 -0691 8.161 44.090 -2.05] -1.0]9 1.391 04NO -2.242 -2.212 4.930 3361 0095 -0.207 0 0604 -0.788 44.050 1.231 -1,286 1.978 0.045 -2.3x2 -105] 2.183 -1.551 449] 0.102 0.390 3-1 6 0.390 0.604 -0.788 45510 1,199 -0.590 1.939 004] -2.3x2 -1.057 2.6.8 -5.839 4.404 0.10] 0.390 3-1 7 -1.316 0.]90 13.500 78.800 9.216 .-3956 4.933 0.091 01290 1228 M 3.839 -1.]08 2.010 0.040 .142 3-1 8 -0.2]2 2.614 31.810 60.290 19.Ot0 4.672 4,847 0.081 1.022 245) 7.992 3.48] 1,920 0.035 1590 3-1 9 -0272 2.614. 31.810 1.339 20.330 -5.285 5.014 0082 1022 2457 8.561 -1.694 1.994 0.026 1. 590 3-1 10 1.9]3 4.805 51, -56.960 40.250 -5.459 -1.308 0.042 2025 3.919 2 1].270 -3.186 4M ON 3. n2 31 11 1 .9]3 4.805 58.180 -1 60.800 ¢2870 -2.1103 -1.126 0.023 2.025 3.919 25090 -123.0 18.310 1.105 4.630 0 010 3771 Design Snip F.- iNE 3Y Veils Ram Door NE Lid Design ID 1-1 Smicn 1 Mex P M.1 (Kips) 0.160 Max P. Max P Max Venice) 6wM 9 TO (Kips) (WPB) (W,8) -2.651 -30886 -0.467 14ax Dphm. Bend -0.600 Mu P Mex P TWiS (145 DD Pion 8) Oncheel 2975 0.010 Alin I.P. Sher Mips) -2309 AMn P hale) (Kips) -0.092 AMn P mi. P AMn Venial 'e !W Torsion (Kips) (W,8) (Wp-8) -5.790 -8.126 -1.028 Min P Dphm. T B4 n -00559 Alin P wis (Wp OefWmion 8) (inches) 6.678 0.021 1-1 2 0.390 -5.461 4.027 4.139 -0.396 8.223 0.026 02]8 0.229 -2.290 1.688 1.663 0065 3.398 0,011 1-1 3 0.B68 -3.032 3.253 0.923 -1.862 5.088 0.019 -1.127 0A16 4.005 4.253 16375 -2.197 6.831 0026 1-1 4 1.969 -1.109 5.773 0.985 -3.378 3.388 0022 1.151 1.266 4.713 3711 0.633 -2172 2.178 0.018 1-1 5 1.214 1.831 14.120 8.550 -2597 3.481 0.031 2009 0.561 0.7]1 5.682 3.969 -1.521 1.431 0.014 1-1 6 2.719 0.021 12400 3.608 -1.650 .2.127 0.034 1.990 1.698 .026 5141 1.525 -0643 -0.881 09014 1-1 7 2.906 1.093 11.100 -12.570 -5.801 41.562 00032 2.357 1739 0.469 4.553 -5.177 -30879 -3.452 0.013 1.1 8 3.302 1.885 11.360 -15.710 2.535 -7812 0.027 2.712 2.005 0.830 4.550 -6.520 2333 -3.186 0.011 1-1 9 3.202 4.869 4295 -22.480 1.667 -12A90 0.021 3.112 1.- 2050 1.525 -9.172 1.312 4962 0008 10 3.1P 10.620 4.103 -19.320 -0.366 -10.260 0.014 3625 1.880 4.731 -2.140 -7.411 -0331 -3732 0.006 1+1 11 3.172 10600 -24.990 -19.580 9.582 -10060 0.008 3.616 1.858 4722 -11.440 -7532 6A51 -3.65] 0.004 1.2 1 2350 -14.850 -22.690 6.891 2.903 0.118 0.007 3]23 1.379 -10 080 Sd85 1.581 0.866 0.003 1-2 2 2.]88 -14.950 -20.350 6.783 3810 -0.115 0.007 3.740 1.401 -8.001 5.442 2.222 0.864 0.004 12 3 2.626 -15040 -1]990 6.674 4.722 .4.114 0.007 3.756 1 .d25 -8.056 5.399 2.866 0861 0.004 1.2 4 2.865 -15.140 -15590 6.570 5- .4.111 0.00] 3.]73 1.406 -8.112 5.359 3.517 0.858 0.004 1-2 5 2.905 -15.240 -13.1]0 6480 6.566 -0110 0.00] 3390 1.4]2 -8.169 5.316 4.172 0.855 0004 1-2 6 2946 -15.3x0 -10.]10 8.349 7.498 -0.108 0.007 3.608 1A97 -822] 5.272 4.634 0853 0.004 1.2 ] 2.98] -15.440 -8215 6.236 8.440 -0.105 0.007 3826 1.621 -8.285 I 5.226 5.502 0850 0000 1-2 8 3.030 -15.550 -5.690 6.129 0.00] 3.844 1.54] -8.346 5.18] 6.1P 0.803 0004 1-2 9 3.072 -15660 -3.132 6.01] 103 -0.103 0.007 3.883 1.573 4.40] 5.143 6858 08x5 0.004 1-2 10 3.116 -15.]60 -0.581 5.902 1 1310 -0 .101 0.007 3.881 1.599 -8468 M 5.098 M ].544 0.842 0- 11 3.160 -15.860 2006 5.790 12.280 -0.098 000] 3.900 1.625 .4.532 5.054 8237 0.839 0.004 2.1 1 0.070 -2.766 -0.611 16.590 -0.1 10.890 0.019 -0.441 .4995 -6.165 3].150 0.212 24.470 0.043 2-1 2-1 2 3 0.069 0.066 -2.]86 -0.956 4.]90 13.850 9.435 -1.608 10.210 8.963 0.023 0.026 -0.448 0.015 -0.096 0.116 -6.165 -2.225 30.890 3].070 21.310 -0.664 -0.328 22.9]0 20.200 0.051 0.059 2-1 4 OA88 -0.956 15130 99438 1.061 8.]81 0.029 0015 0.116 -2.225 35.250 21.310 -0.298 19.7% 0055 2-1 5 1.309 0.966 28200 61397 -19345 5952 00044 0983 0.766 1.198 37.790 8.637 -0.870 -m 0058 21 21 6 7 I.3 2.610 0.986 1812 26.310 19.940 6.393 -1.757 3.434 0-2 5.813 -2407 0043 0038 0.983 2.248 0.766 1.678 1198 2451 35.440 12.820 8632 -1.129 1058 0619 70866 -1.573 0.056 0.025 27 8 4.005 81755 164260 -9253 -5913 -12.370 0049 2837 2.573 3.607 5971 -1572 49232 -5.103 0021 2-1 9 4005 8.]54 .4.885 -9.289 0668 -12.040 0.037 20838 2.573 39603 -1.103 34587 1.343 4.969 0016 2-1 10 5.446 8.281 -29.220 5.842 -3.805 -11.890 0.027 3.196 3395 3.157 -13.450 3.513 -2.343 -4.683 0.012 2-1 11 8.870 -7.405 -29.270 40.320 -3.893 5.430 0.014 3.760 5]02 4.761 -16810 -25920 -2.496 -3.516 0.003 2-2 1 3.373 -1.545 -18.210 -29980 3.290 -].158 0.014 2.076 4.740 -0.993 -11.700 -19.270 -2.115 -4.602 0.009 2-2 2 4.229 .4.308 -1900]0 -0.634 -0.594 -2.664 0.017 1.888 2.505 -56179 -6.498 -00300 -0.340 -0.784 0.003 2-2 2-2 3 d 6.]1] 0.592 3649] 0.]52 -9.030 1 -1.675 6.]48 3.520 3.110 4.8x6 S.d83 0.016 0019 0.034 7.169 4.318 2.952 2248 0464 -5805 0.245 -1.077 4.339 2.263 1.999 3.116 3.525 0010 0011 2-2 5 -3.053 -0.217 ] 4.412 6.032 3283 0013 15590 4.755 4).33] 6.902 6.880 6273 08 5.2 0.019 2-2 6 3.676 1063 2671 15040 20510 0.017 12.390 1722 1.806 3.508 5359 16.780 6.39] 0.022 2-2 7 5.28] 1.306 4 0.965 -0.688 O.t 12 0.023 16.040 2.805 1190 3.8x2 OA50 1.583 -0211 0.021 2-2 8 5.311 1.305 3 06]9 3].680 .4.105 0024 16.010 2.908 1.189 1.693 0.379 30640 -0.200 0022 2.2 9 11.170 2.186 2 -0.837 8221 -2.946 0.024 15.550 7.181 4.405 -0.162 -0.536 5928 -1.894 0.016 2-2 10 20.110 ].816 J 1.846 -23240 36486 0.027 10.860 12.500 4.889 -0.343 1.880 -15.310 -1]00 0016 22 11 26.560 12.610 0 -21.030 d6.2W 00118 09028 13.180 16650 ].540 -10.780 -11.020 28.440 0.887 0.017 3t 1 -1.241 -16.6]0 0 -0.924 1037 1720 0.007 -2.056 3.131 -39.990 -30.250 -22]7 2.903 4.118 0017 31 2 -1.241 -16.660 -1.615 -0296 2.805 0020 -2056 -3.135 -W%O 43850 3.936 -0.736 6932 0049 31 3 -0.549 -8.603 W.740 1m~ -1.820 -1 1.577 0.033 -2A56 -2.297 -19 30 -4048 0.811 3.554 00]4 4 -0.549 -2.1]7 -0.721 104]0 0042 -2.456 -2.29] -1900 4.857 -3644 3.313 0.094 5 0 .7 -0 1.231 -1.286 1078 0.045 -2342 -1.057 -2. 0 2.783 -1551 4A93 0.102 3t 6 0.804 -0.]88 45.510 1.199 -0. -2.302 -1.053 -2. 00 2.698 -5 4.404 .107 7 .010 6.380 33.580 4.06] -1 -1.857 0.316 13. 00 W 9.080 30 .879 31 6 3.822 21.290 33.]80 126430 1795 2]. 90 16.340 510 420] 00]2 31 9 3.822 21.290 -1.699 13320 .0 613 1795 2] 03 1 ] 470 -4720 6.349 0054 10 8.037 .020 402]0 26860 -4955 -1.108 0023 1.160 3496 49. 30 36.490 -439) -1.071 .036 11 6.09] 39.020 -112600 26.480 1.781 -0.980 0.015 1.164 3498 49. 00 7M 36.570 -2.385 -0.916 0020 Design Strip Farces Veil's Fronl Door NE Lid Design Mum MOKM -M -m - M MB>:M Mash _m'. Minh Minh A9nM MinM ""M MinM MinM ID I I Senior I .P. Shear Adel Venictl B4pdn9 Tasian DDhm. T wisl (dP I Deflectio n Shear Adel Vpli B"g Torsion Dphm. Twisl 90l DMlatli0 ='n !Nips) K.) (Klee) (kiln) (WIft) Be it n) Ik¢hesl (Kips) (Kips) (Kt n) (MilA) 961A) BelldO AI O 3.2 1 11 3.998 6.190 -23.030 68.560 -23860 -3.2]8 -3.59] 0.00 9 3660 8.461 -52030 -155.]00 5233 4.839 6041 0019 3-2 2 x006 6.186 -23.060 -28.730 -25.280 3.203 -3.658 0.01 1 3.660 8.4]0 -52.090 65760 -56.3]0 0.899 6.583 0.024 3-2 3 ].451 I-N -10.620 -7.691 -10.330 3.817 0.36] 0.01 5 9.509 14.990 -20.130 -18.060 -24.710 6.6]6 -11.430 0031 3-2 9.508 14.890 24.130 23.690 -26.350 9.762 11.640 0.03 9 1051 10.150 -10.620 10.690 .1 1.050 8.362 dd6] 0.019 3.2 5 13.900 26.860 -7361 26.8]0 -15040 -9.237 -9.1)86 0.04 5 10090 1].860 -3.110 120]0 -5.484 -4.30] -2.85] 0.022 3.2 6 13.680 26.BW -].361 39.610 -15.540 12600 .9.151 0.04 9 10.090 17.860 .3.110 1)460 -56% 11940 -2.098 O.D24 3-2 ] 10.280 03.510 5.311 25.050 -11.950 -14.380 -8.381 0.04 8 13.336 28.190 2.795 10.]60 -3.288 6.371 -2.045 0.025 3-2 8 31.520 61.610 18.290 1].140 -5.20.1 69.900 -5.576 0.04 6 21.4]0 39.610 9.309 ].240 1.]15 42.290 -0.268 0.024 32 9 21.410 39.610 9.309 4es] 2.348 -].826 -0.210 002 3 31.520 61.610 18.300 -14.510 -1960 .18.580 -5000 O.Od2 3.2 10 43.840 43A70 18.560 -25850 26.410 -]3.600 1.260 0.02 2 69.960 67020 35.330 4].400 36 000 .121.900 -1.]00 0 039 3-2 11 39.980 39.140 15.350 -51.]50 11.030 31.030 0.8]0 0.02 3 84.180 59.33 30.460 -99.680 ]309 42.090 -2.022 0039 4-1 1 -1.320 -0265 -10.650 9.336 8.960 1.860 6.082 0.12 9 -0.660 -0.096 4438 3.8% 3.854 0.960 2.]96 0054 4-1 2 -1.320 -0.265 -10.850 30.110 8981 -0.711 6.489 0.14 6 -0.660 -0.096 443] 12.560 3862 -0421 2]99 0061 4-1 3 -2.]62 -1.(162 4.690 ]5.010 4A]] 2.579 4.389 0.16 1 -1.3]1 -0.384 -2.747 31620 2.022 1,1141 1.938 0.06] 4-1 4 -2.762 -1.062 6.690 BB.d80 4,00 .2.816 4.388 0.1] 1 4 -0.364 -2.74) WIN 2023 .1.563 1.935 0.0]2 4.1 5 -3.321 -2.042 0163 100.200 -0.503 -0.052 0069 018 0 -0.34] 0.290 0.0]5 4.1 8 -3.321 -2.042 0163 103900 -0585 6.485 0468 O.1B 4 -0.642 0.146 42.880 -0065 -3.530 0.290 0.0]7 4.1 7 4.508 -2.]63 ].789 84.720 6023 3.600 -0.243 0.1] 8 5 -0.]W 3.350 34.560 -2.33] -2.341 -1.294 00]5 4-1 8 -3.531 -3.248 12040 49.270 -8.502 -0.925 4.795 0.17 1 8 -0.37 5.112 19.330 -3444 -2. 0.0]1 4-1 9 -3.394 -3595 11.820 25.970 -8419 -]022 4.]09 0.15 ] ] -0.129 5.485 8.988 -3.580 -6.153 -21]8 0.0]1 4-1 10 -1.920 -0.580 3.406 -].335 -1.866 0.5]9 -1.233 006 3 4 1.3.6U -3.676 8.152 .13.260 -4.140 6324 -2493 0.148 4 1 11 0.404 -0.255 -1.334 -13.960 30.130 6.393 0.159 005 8 4.362 -3.1 -28520 71.5]0 -11.580 0.888 0.13] 4-2 1 -2.293 -0.513 -0.530 -13460 1.660 0.8]3 0.605 0.05 8 -4.348 -0.94] -2].250 4.961 -5]74 2.341 0.13] 4-2 2 2.283 -0510 .531 -12.520 1.641 6.9]1 0.639 0.05 8 4.343 -0.i)W -25.570 4.908 .13130 2.325 0130 4-2 3 0.511 .6.502 0.308 0456 10680 -11.160 5.348 0.12 1 2 0]65 -2384 -35]5 4.219 -13.000 1.826 0.060 0-2 0 4.512 -6.x95 -4.311 8.200 10.600 -19280 5.324 0.11 6 1 0.]92 -2.365 0.6]6 4AW -20490 1.816 0.059 d-2 5 -5449 4.860 0.232 32.410 10.020 0.11 1 ] 0.585 -0478 11.140 5.565 .23.010 2.248 0059 0-2 6 -5.450 -8809 0.231 31.980 10.]90 -30.140 5.06] 0.1 % -5.068 0.595 -0.078 12.000 5551 -32.180 2242 0059 q-2 ] 6123 -11620 8.950 31AW 8.863 -W.740 2.918 0.1 . 6233 O.m 3.138 10900 6543 -33.960 1.8]9 0.059 d-2 8 -5.59] -8.688 19.000 20.040 6903 -30.860 0.264 0.09 2 6.030 6.233 1414 4.818 SAW -32.940 0.600 0059 0-2 9 -4.419 2.204 7.50] -].242 4.169 32230 0.054 004 9 6.546 4.240 19]80 -16.380 5.]81 48.010 0.348 0091 4-2 10 -3.9]4 20.550 13.930 -22.740 6,418 59.540 -1503 0.00 8 6865 22.020 34.]10 -564]0 -12500 -95.750 -5,950 0085 44 11 -5.552 1].860 12450 42.430 -7.218 55.83 -3.80] 0.00 8 -9.284 18.650 31.300 -106.500 -15050 -91.540 6.380 0.083 43 1 3.320 16.9]0 -20.880 -5].590 16360 4.418 48.]10 0.05 3 3488 26800 -33840 -103000 21.380 11.920 42.060 0089 0-3 2 0.896 15.020 -22.300 -2343 -46.470 -13.520 -34.410 0.05 8 -0694 23.090 -30.960 49.130 -79.230 -1)000 -55640 0092 4-3 3 2.81] 16840 -2].980 8.4]3 -50.330 -12.13 49.070 0.0] 6 0.188 WAN -28.97011 -9.681 .59.700 -53.230 0085 4.3 4 4.000 20.850 -19.570 31.660 -51.200 -3.066 63.8]0 0.09 5 1.268 16.240 -14.810 13030 45.930 -52.750 0.0]9 4-3 5 -8.63 60]1 -18.410 20.260 -51.560 -12.0W -5]550 0.08 4 -10.440 6049 -18.460 6.924 63040 0091 4-3 6 -10.7W 6.588 -14080 31820 -58.180 -2].320 6].850 0.10 0 -9.951 546] -10.140 19690 0 -56.130 0.084 4-3 ] -18410 2.049 -8.134 ]2.000 -90.560 -22820 -66 580 0.10 8 -11.840 131] -5.228 46.540 10 0 14 -42.800 0.069 44 8 .13.560 10.300 -8.830 51.5]0 -68 NO -].592 -59.190 0.11 2 -9425 8.502 6809 31460 0 6 49.560 0.090 43 9 -13.600 10.280 -0.982 53.640 -65.990 -23.x00 -58.110 0.11 5 -9.449 8.5]8 -0231 32520 R 0 0 -0620 0.092 43 10 40.780 12520 -11.7W 53840 -35.420 4.39 -50.200 0.11 8 6.299 9.344 .8.223 32830 4 455]0 0035 0-3 11 41.150 12.420 -2.605 6].760 -16.600 45.13 0.12 0 -6.600 9.2]7 -0.513 42.63 0 R-24.3W 3 -38.570 0.03] 1 4836 -1.944 -21.830 .15.580 0366 -2.246 0.00 9 -1.125 4.674 -52.140 -31310 2 ] -5376 0022 S1 2 1125 4.674 -52.140 59.290 -1.549 -1.536 -5.384 0.06 4 -0.636 -1.944 -21.83 24.880 1 2 -2249 0.02] Sl 3 4306 -251]0 . -2.991 0.34 -5.2M O.. 08 9 -1.023 -1.760 -10.520 39.010 6 3 -2255 0.041 S-1 4 -1445 -4.306 -25.1]0 139.800 -2.992 -2.3]2 12 6 -t 023 -1.]53 -10.520 .510 ] -2.255 0.053 5-1 5 -2.040 -3.681 -2.299 137.600 -2413 0.8W 13 ] -1.4]2 -1.410 -0921 5].510 4 0.616 -1490 O.D57 Sl -2010 -3.681 -2.299 141.900 2.413 -2924 14 3 -14]2 -1410 -0.921 59.220 .04 -2.10] -1494 0.060 5-1 ] -2689 -3.001 18.83 108.700 -1.282 1082 M 12 9 -1.908 -1.029 636] 0523 1 0050 5-1 3280 -224 ] 46AW 81.040 -2.019 ].368 .11 1 -2.294 -0499 49.390 966 0.046 099 19.390 -2.356 -1.275 0.369 .03 5 -3.280 -2247 4lir" 4.381 91310 -2.017 140 6 1.290 9344 285 0353 31.43 -41.3]0 05.100 -3241 5.427 0.513 02 .01 4 -333 3 -3790 -0]81 -0.781 81.910 - 81910 -249.100 . 6.112 2.325 -2284 0.031 NE 55s Design Sinn Faces IV65b Veil's Fr Door NE Lid Design ID S.,l M V I.P. Shan (Klits) Mar V Anal (KsM) Mar V Max v Max V V-W 8-9 Ta (Kipsl IYVp-6) (Wy8) Maz V Mac V M Dphm. Twig(Wp. De6erai Bondi 8) (4-.W V Min VI - on SOer (KIM A9n V Adsl Mips) Min V Vrl" Kim) A8n V M. V B-9 Torsion (WV-8) (WPII) Mln V Dphm. Bendln Alin V Min V Twig Bap- Nil. 8) 6nche 1- P I.P. . Sher s1 (Kips) 32 1 1998 6.180 -23.030 68.560 -21.680 -1278 -1597 0. - 3.660 8.461 .52.030 .155.]00 -52.700 4.639 -8.441 0.0 19 6.220 32 2 4.006 6.186 -23.060 -28:]30 -25.280 3.209 -3858 0.0 11 3668 8AM -52.090 65160 -56.3]0 0.898 -8.583 0.0 24 6,231 32 3 ].451 10.450 -10620 -7.681 -10.330 -3.81] 4.36] 0.0 15 9.509 14.890 .24.130 -18060 -24.]10 6.676 -11030 0.0 31 11.590 32 4 ]451 10,450 -10.620 10.690 -11.050 8.362 4467 0,0 19 9.508 14890 -24.130 23.690 -269350 8362 -1t 840 0.0 39 11.590 3-2 5 10.090 17,860 -3.110 12,070 -5.484 4-.307 -2.857 0.0 22 13680 26860 -].381 26.870 -15040 -8237 -9.085 0.0 45 15.700 3.2 6 10.090 17.860 -3.110 1].450 -5.895 11.940 -2.898 00 24 13.680 26.860 -7.361 39.610 -15540 12,600 .9.151 0.0 49 15.700 32 7 18.280 03510 5.311 25.050 -11.950 -14.383 -8.381 0.0 48 13.330 28.190 2.795 10.]60 -1286 -6371 -2.045 0.0 25 20.740 3-2 8 31.520 61.610 18.290 17.140 -5.204 68.900 -5.5]6 0.0 46 21.4]0 39.610 9.309 ].240 1.]15 62.280 -0.268 0.0 24 31.520 32 9 314520 619610 18.300 -14.510 3.960 -18.580 -5.400 090 42 21670 399610 99309 6.88] 2.349 -].826 -0.210 0,0 23 31.520 32 10 69.860 67.020 35.330 67.440 36.440 -121800 -1.700 0.0 39 43.840 439670 18.560 -25.860 26.410 -]3.600 1.260 0.0 22 68.190 32 11 64.180 59.330 30.460 -99.660 ].309 42.090 -2.022 0.0 39 39.990 39.140 15.350 -51150 11.030 31.030 0.870 0.0 23 62.200 4-1 1 -0.660 -0.09fi 6.438 3898 3.854 0.868 2.7% 0.0 56 -1.320 -0.265 -10.650 9.336 8960 1.868 6482 0.1 29 -0358 4-1 2 -0.660 -0.09fi -4.43] 12.560 3.862 -0.421 2.799 0.0 61 -1.320 -0265 -10.650 30.140 6981 -0711 6489 0.1 46 -0.758 4-1 3 -1.3]1 -0.364 -2.]47 31.620 2022 1.114 1.938 00 87 -2362 -1.062 6.890 ]5410 494T] 20579 4.389 0.1 61 -1.556 4-1 4 -1.371 -0.364 -2.747 36.780 2023 -1.563 1835 0.0 ]2 -2.762 -1.062 4690 88.480 4.480 -2.816 4.388 061 76 -1.556 4-1 5 -2.556 -0.998 022] 67.140 -0.100 -0.540 0.452 0.1 1] -2174 -1.828 0.114 89.800 -0.561 0.061 0.372 0.1 55 -1.849 4-1 fi -2.6% -0.998 0.227 06.]00 0.102 -5.491 OA51 0.1 20 -2.P4 -1.828 0.114 89.580 -0.563 -5.308 0.371 0.1 59 -1.848 4-1 7 -3.500 -2783 7.789 84.]20 6.023 -3.600 -3243 0.1 78 -0.753 3.350 34.560 -2.337 -2.341 -1.294 0.0 75 -t 956 4.1 8 -3.531 -3.248 12.040 49.2]0 -8.502 -0.925 4-795 0.1 71 -1.788 -0.707 5.112 19.330 -3044 -1331 -2.030 0.0 71 -2017 4-1 -3.531 3249 129040 25160 6.501 -7.821 4.797 0.1 59 -1.]88 -0.707 5.112 9.349 -344 6.822 -2.031 0.0 67 -2.017 4-1 - 10 -3.654 -3.676 8.152 -13.260 -4.140 -8324 -2.493 0.1 48 -1.920 4580 3.406 -].335 -1.866 -4.5]9 -1.233 0.0 63 -29212 7 1 11 0.404 -0.255 -1.334 -13.860 306130 6.390 0.159 090 58 0.516 -3.362 -3.120 -28.520 71.570 -11.580 09888 O6t 3] 0.6]3 4-2 1 -2.293 .0.513 -0.530 -13460 1.- 4873 0.645 0.0 58 46123 4.348 -0.947 -27.250 4.961 -5.]74 2.341 061 37 -2.741 4-2 2 -2.293 -0.510 -0.531 -12.520 1.641 -8971 0639 090 56 4124 -493x3 4950 -25.570 4.908 -13.130 2.325 01 30 -2.]40 442 3 -2.965 -0.676 -2.104 -2.059 4.188 ..878 1.930 0.0 54 4.953 -5.625 -4.464 -0454 10.]00 -13.510 5.286 0.1 24 -3.]02 4-2 -2.984 -0.671 -2.105 1.724 4.152 -15.230 1921 0.0 54 4.953 -5.61] -4.46] ].572 10620 -22.40 5.261 0.1 20 -1701 4-2 5 -5.449 -1W 0.232 32.410 10.820 -20.300 5.084 0.1 11 -5.08] 0.585 -0.478 11.140 5.565 -236010 2.248 0.0 59 -5067 4-2 6 -5450 -8.849 00231 31.990 10790 -30.140 5.06] 0.1 06 -5.066 0.595 4478 12.000 5.551 -32.180 2142 0.0 59 -5.066 4-2 7 -6.123 -11.420 8.950 31A50 8863 30.]40 2.918 01 00 -6.233 0823 3.138 10.940 6.543 -33.960 1.879 00 59 -6.233 41 8 -5.597 -8.688 19 800 20.040 x.903 30.860 00264 0.0 92 6.030 6.233 7 474 4.818 594W 32.940 09600 0 0 59 6.030 4-2 9 -5.587 -8.66 19800 -15.550 4.968 41.010 0.260 0.0 95 6.018 6.250 7.475 6620 5.522 43.900 0.601 0.0 59 -6.018 4-2 10 -6.665 22.020 34.]10 66.470 -12.500 .45.]50 -5.950 0.0 85 -3.974 20.550 13.833 -22.740 -6.418 -59.540 -3.503 0.0 46 6.182 442 11 4286 18.650 31.300 -106.500 -15.050 -91.540 6.380 0.0 83 -5.552 17.850 12.450 42.430 -].218 -55.900 -3.607 0 - -8636 4-3 1 3.320 16.9]0 -20.880 -57.590 16.360 4.418 68.]10 0.0 53 3088 26.880 -33.840 -103.400 21.360 11820 -82.060 OO B9 3488 4-3 2 09896 15.020 -22.340 -23A30 46.470 -13.5211 -34.610 0.0 56 0694 236090 34.980 49.130 .79.230 -1].000 -55640 0.0 92 1.394 43 3 1.787 16.240 -21.180 3.365 -38.790 -8.0]0 37.320 0.0 58 0.78] 21.9% -339050 -6.629 66.630 -11.110 60.280 00 95 2.]80 4-3 2.572 13400 -12.580 20.350 -32.910 -1.971 41060 00 61 4.000 20.850 -19.570 31.860 -51.200 3.068 63.870 0.0 95 4.000 43 5 -6.603 4.562 -13.870 13000 -39.]50 -8.124 43.930 0.0 64 -10.2]0 ].096 -21.5]0 20.220 61.840 -12.640 68.340 0.1 00 -11.690 4-3 6 6.911 4.235 -9.052 24310 37.400 -17.560 43.620 0.0 67 -10.750 6.588 -14060 3].820 66.180 -27.320 67.850 0.1 04 -12.280 4.3 7 -16.340 1.694 4895 47r590 -76.110 -16.360 -55.100 00 8] -18410 2.049 -8134 ]2.000 -90.560 -22.820 66.580 041 08 -20.290 4-3 8 -8.720 6.619 -5.676 33.150 -44.160 -4.881 38.050 0.0 ]2 43.560 10.300 -8830 51.570 68.690 -].592 .58.190 0.1 12 .12.330 43 9 -9.449 8.5]8 -0.231 32.520 -54.670 -14.120 48.620 00 92 -13.800 10290 ..982 539Ba0 -65990 -23.440 -58.110 0.1 15 -12.360 4-3 10 6.91] 8.046 -].573 34.610 -22.M -2.]70 -34.8]0 077 6 10760 129520 -11.780 53.840 -35020 4.309 -549240 0.1 18 -10380 43 11 6.600 9.27] 4513 424620 -24.380 -9.323 -38.5]0 0.0 97 -11 ASS 12.420 -2605 67.]80 -2]070 -16.800 45.1% 061 20 -11.150 71 1 -0.638 -194 -21.830 -15.580 -0.554 0.366 -2.246 OA0 9 4.125 4.674 -52.140 -37.310 -1.532 00547 -5.376 0.02 2 09638 Sl 2 4).636 -1.944 -21.830 24680 -0.561 -0112 -2.249 0902 7 -1.125 6.614 -52.140 59290 -19549 -1.536 .5 .384 00 64 .4.636 5-1 3 -1.023 -1.]53 -10520 39.010 -14246 0443 -2.255 0.04 1 -1465 4305 -256170 936180 -2.991 0,304 -5.288 0.09 9 -1.023 5-1 -1.023 -1.]53 -10520 58.510 -1.24] -1.454 -2.255 005 3 -1445 -4.308 -25.1]0 139.800 -2.992 -2.3]2 -5.286 0.12 6 -1023 St 5 -1.472 -1.410 40.921 5].510 -1.104 0.618 -1494 005 ] -2040 -3.681 137.fi00 -2413 0.850 -3.28(1 0.13 7 -2.080 5-1 6 -1.4]2 -1410 -0.921 59.220 -1.104 -2.10] -1.494 006 0 -2.040 -3.861 141.800 -2.413 -2.924 -3.280 0.14 3 -2000 5-1 7 -2689 -3081 19.830 108.]00 -1282 1.092 -1.]18 0.12 8 -1.906 -1.029 45.230 -0.]72 0533 -0.971 0.0 54 -2.6]1 5-1 8 -3.260 -2.24] 46.100 81.040 .2.019 ].360 -1233 0.11 1 -2.294 -0.499 U 33.580 -1276 4.620 -0.966 0.04 6 -3.186 5-1 9 -3.260 -2.24] 46.100 4.381 -2.01] 1.280 -1.232 0.06 3 -2.290 -0499 -2 -1.2]5 0.369 -0.966 0.03 5 -3.186 5-1 10 3.]90 -0.781 81.910 -97.310 6.140 9.30) -2285 0.05 8 -2.852 0353 610]0 -3.241 542] -1.670 0.02 4 3.665 5-1 -3.]90 -0.]et 81.910 -249.100 6.112 2.325 -2284 0.03 1 -2.652 0.353 NAI -105.100 -3229 0.513 -t 669 O.Ot 3 65 Design Slnp Faces NE sl~ Val'. Frml Door NE Lid Design Design Strip Face. Mar P Mer P Mk Max Mar Maz M w Min P Ma Min Min P M1Ln Min "n I ID Sedan Atli VMica Be ne Talon Dphm. Twist(WI, Dellwim S AWa VMica BenOirg Tavan Dphm. T wig (WP DaOeclian OOm) (Kiml fkipA) (Wy0) BelMin A) fincl m) K i (Kim) Kim) (W") 1WP6) Bmd III Onches) 32 t 9.614 -35.830 -106.600 -36.800 -5.098 -5.595 0.013 6.180 -23M 68.60 -23660 -32]8 -3 597 0 009 3-2 2 9.623 -35.8]0 -64.]00 -39330 0.991 -5.890 O.OiB j -21133 -25280 3209 . -3 658 . 0 011 2 -16.520 -16.0)0 ]90 0.023 ll 10.450 -10 -].691 -381] . 736] . 0015 32 18 ] .949 10450 -10.620 10890 11.050 362 4467 OA19 -2 5 2].)80 -444 1 120]0 -S,8 4307 -2.85) 0 022 6 2].]80 -4838 2].140 -8,W 18.)0 4508 0038 1 17.850 -3.110 1].450 -5,695 11.940 -2898 . 0024 32 ] 43.850 436] 16.7.30 -5111 -9911 -3.182 0038 1 28.190 2.]95 10.760 3286 3371 -2045 0 025 3.2 8 81.610 18290 1].140 -5200 68.900 -5.576 0046 210]0 39.610 9309 7240 1.715 79-9m -0260 . 0024 32 9 61.610 10300 -14,110 -3560 -18560 -5.400 0012 21,470 39,610 9.309 6.887 2348 ] -0210 0023 32 10 8] 920 28.870 -40220 01.090 -114500 1.960 0.034 43.840 43.6]0 18.560 .25.860 26.010 7M.1 1260 0 022 3-2 11 60.890 23.880 -10.090 1].160 482)0 1353 0.036 39990 39.140 15.350 -51.]50 11.030 31030 0.870 . 0023 d-1 1 -0.088 4.]02 4.133 4.1]1 0.953 3032 0.05] -1261 -02]t -10.490 9.190 8769 1.817 6340 0.12) d-1 2 -0.066 -4.)02 13320 4.181 40.28 3.035 0065 -1261 -0211 -10.480 29.690 0.790 -054) 836] 0 143 0-1 3 1304 -2.884 33290 2256 1.158 2.129 0.0)1 -2850 -1098 -6.608 ]4290 433) 2554 42]3 . 158 0 41 4 -0300 2.664 30.930 2250 -1.883 2.129 0.0]) -2.650 -1.080 6.608 6]200 4360 -2.620 4272 . 171 0 -1 14 5 1 -0A]0 020] 45.5]0 0.062 -0.630 03]8 0.080 -3.198 -2.145 1 0.126 102.700 -0.659 0.118 0416 . 0.1)8 d-t 8 -0.469 020] 45.1)0 0061 -1 11 03]] 0.082 .3.190 -2,145 0.126 102.00 4iM 30]6 OA15 NO, 4.1 ] -0405 3621 36.130 -2351 5 3.08 -1330 0,079 -3302 -2.972 ].626 SIM -6.015 -3.167 -3221 O l76 4-1 8 -0.129 5.485 19.]00 -3.580 -2215 -2.17] 0.0]6 I -3394 -3595 11.820 49.0'.0 6.020 -0.395 44.]06 . 0.168 4-1 9 -0.129 5.085 8.980 -3.580 6.153 -2.1]8 ' 3384 -3,595 11.820 25,970 - 1 -.419 -7.022 1.709 0 157 d-i 10 02]6 3.26 -8.986 -2.083 3333 1 41 006] -30)9 7.190 8020 -12270 -4010 -52]1 -2361 111 . 0.145 4-1 11 0.154 -1,418 -16220 32080 -7.815 !F 7 0.00) 0.063 0355 3.96] -30)0 -27AW )0 Ql) -10.]30 0.979 0 134 4-2 1 0.616 -0331 -15.]00 1A61 -].192 0433 0063 -3.855 -5003 11 -25.900 5081 1.382 2.N . NO d-2 2 0.851 -0.632 -14.80 1.040 -12.100 0.426 0061 -3.056 -5039 -0.669 -24330 5029 -11260 2452 0 12] 4-2 3 0.]85 -2360 -3.5]5 4218 -13.800 1.828 0.060 1.511 6.502 4308 Od56 10.600 -11.160 5318 , O.t21 4.2 7 d 0.792 -2365 0.676 4.183 -2(1.490 1.818 0059 4.12 -6.495 1311 8200 10.600 -19280 5320 0 116 4 2 5 0.585 -0.478 11.140 5.565 -23.010 2248 0.059 -5449 -8.880 0232 32.110 10.820 .084 . O.ttt 4 6 0.595 -0.076 A5 0 41649 0231 31.990 0790 06] 0106 -2 ) .123 6863 .918 4-2 8 6233 ) d -5.59) & 264 003 4.2 3 -558] 260 015 2 .100 1890 -10360 .]82 00)0 4.2 4-3 11 2).T]0 26.880 - 103 -7 12.700 2].150 -820 -12.640 -72,~2 1]7 006] He 3$ Val'. Front Door NE Li0 Design Mum Mum MuM -m Mum Mum Minh ID Sian I.P. Sheen Vehica Bening Tpsicn DO De WI. Shear Ada V.ica Bs g Tcsbo Dphm TWO (hip Defl-lim (Kips) (Klpa) (Kips) IgPA) (ldp-A) BxMI (Inches) (Kips) lGpsl (Kips) (FiPA) (IdPA) BenGn A) (ihaa) S2 1 -3.322 2068 -31.660 -103.500 -1.747 9.247 00'1 -5.065 2.619 -75.550 -245.100 -0.625 160 -3.561 002] S2 2 -3.321 2.076 .31.600 46.170 -3.281 3.200 1 0.015 5052 2.644 -ISd00 -109.000 -4312 3 0.0 5-2 3 I.m 4.123 -1].090 1 40.9'O -34.210 -9448 19690 7 0.044 4 -6.123 6.645 40.]10 38.510 9 R 0.057 4.099 4.126 -1].000 15470 6.582 3.317 0.025 S2 5 Il5%7 12480 -16180 51.150 -13.820 23.190 0 0.064 7.041 -6.626 20.9'% -8.516 11.990 6.293 0.028 5-2 -10.150 17.280 -15.060 81.580 -22.22(1 34.420 0 0.0]0 9.707 6.090 33.350 -12.690 16.460 0030 5.2 ] -14260 19.810 3.043 58.810 -18.110 21.640 0 0.065 -9.594 10.540 1618 23.920 -11.570 9.588 -].956 0.029 S2 8 25.560 20290 41.240 -28.780 56.530 17. 0 0.059 -17.1]0 12830 9.19] 16.8]0 -18.580 31130 9.811 0.026 S2 9 23.]90 19.610 5.988 -24420 10.530 0 0.045 -22.750 15.710 10.310 -0.962 -23580 -2093 .12.260 am S2 10 -2].730 10.620 16.390 -21880 40750 32.0]0 ] 0.016 42.3]0 23.990 36380 45.270 43.610 61.010 -8440 0.034 H 11 -20.100 4.0.93 29.150 -55.680 6200 17.930 -8.887 0.011 -28.600 18.160 S6.4a0 -112.700 5.689 20.610 -18160 0021 Y3 t -26.280 9.571 35.800 -55-450 -59.520 24.100 -7.813 0.010 -39.020 26.090 66.]30 -111.700 -113.400 38850 -16.2]0 0.019 5-3 2 -11.550 5.525 -26.500 -28.560 -22.520 21.840 -7.284 0.012 -23.500 21.880 49.910 60.900 -43.940 35.990 -15.160 0.021 5-3 3 1.562 -1488 -12760 -1.110 33.450 52.330 -8.335 0.017 10.180 20.570 -22.520 .13 7W 3].620 27.250 -13020 0.022 S3 4 3.080 4.179 -7169 8.250 42.530 76.100 -1411 .,ON 8.4]0 20060 -7345 2.262 34.900 46550 -1.893 0.021 5-3 5 -20.210 11.350 4251 9.001 26.550 102.900 0.052 09028 -11.510 24.880 -5.140 3.938 22.480 73.570 -0.100 0.022 5-3 6 -18.]60 10.450 4.157 139160 2].040 82930 0.3]9 0028 .12.080 6.]19 -2.673 8.461 17.390 53310 0.243 0.018 5-3 7 -12.930 24.770 -5.874 11.510 29.990 88630 04787 0.032 -11.1]0 6.171 -2.616 10.9]0 17.680 42.010 0.453 0.019 63 8 10.830 3].890 2].180 40060 50.950 48.900 5.0]5 0.033 5705 12.540 15.840 25.630 3t.390 36.510 2.M 0.020 53 9 2.849 186'0 20.830 1].260 36.850 61.810 4.512 0.031 1.832 11.970 15.970 11.100 23.690 39.]40 2.900 0.020 5-3 10 1970 10.800 10.900 -2.819 20.510 36.760 3.412 0021 8.064 32.320 25.380 -].764 33420 M.720 6.879 1-3 11 -28.240 14440 13030 .1 1.060 109980 44.8]0 3.830 0.021 42.510 34.530 22.120 -20.530 18.190 66.610 7.519 0.030 61 1 -0.287 -0.162 -703] 5.660 49.040 0.602 -36.770 0.198 -0.331 .061 -2.955 2383 -20.530 0.534 -15.390 O.OB3 6-1 2 4I.28] 4)6162 -1.036 19.390 49080 0082 46.700 0.202 -0.331 -0.081 -2.955 8.150 -20.540 ..111 -15400 0.085 6-1 3 -1.310 -0.638 4.369 50.020 -32.570 1.985 -26.520 0207 -1.134 41.216 -1.824 21.030 -13.620 1.344 -11090 0.08] 6.1 4 -1.310 -0638 4.369 58550 -32.590 -0.570 -26.540 0.212 -1.134 4216 -1.824 24.590 -13.630 -0.869 -11.100 0089 6.1 5 -2 423 -1.165 4).245 70.580 -7026 1.803 055 00213 -1.923 -0.358 4I.084 29640 -2.915 0.931 -2.936 0.089 6-1 6 2.623 -1.165 4).245 71060 -].030 -2.916 -7.057 0.213 -1.923 ..358 -0.084 29.810 -2.91] -2.81] -2.937 0089 6-' 7 -3700 -1.555 49271 11-10 20.2]0 -1.193 11.5]0 0.20] -2.]59 4)413 1.822 26.400 86514 -1135 4856 0.086 6-1 8 -5.474 -1.89] 6.945 45.730 35620 3056 20.890 0.199 413W 4421 2.958 19.230 14930 2.314 8.746 0.083 6-1 9 -5474 -1.891 6.945 32.1]0 35650 -1.62' 20.910 0.189 -3.]92 -0.421 2956 13450 14.950 -5087 8.]52 0.0]9 61 10 6.103 -2.382 5.186 12.]40 21.370 ..858 12990 06178 -56190 4).480 2.239 5.341 6986 -1769 5626 00074 Et 11 -8.103 -2.382 5.187 2.625 21.410 -19.640 13.000 0.167 -5.190 4)6480 2239 0.9]5 8.981 -11.880 5433 0069 62 1 -11.w 69404 ..122 985] -51350 4.008 -13.380 0.167 6.]89 -2.884 0.020 4.082 -21.300 -3]74 -5.557 0069 .2 2 -119240 4.339 0.6% 9004 -10.340 -18850 -15.910 0.158 6.859 -1.424 0364 3.841 -5.950 -10250 6.604 0.064 6-2 3 -15.390 -].432 -1.917 30.640 -38690 -19.290 -23.810 0.145 78.910 -2.90] ..100 12.660 -15.940 -9.536 -9.839 0060 6.2 4 -20.020 -1'.500 1.017 469640 48.050 -14.190 -20.590 0.133 -10.9x0 -5015 0.585 19230 -19.530 .6- 41.361 0055 62 5 -22.030 -9.290 0457 4d 800 -22.990 48480 -20.510 0.119 -12060 -3.]09 0.331 18.240 -9.230 .24.300 -8.330 0.049 6-2 8 -2].800 -12.230 6.360 45.]50 -11610 -38.230 -12690 0.103 -14330 -5.337 2.811 183]0 4.991 -17r780 4916 0042 62 7 .27410 -20.320 10.880 36.170 -22.900 48.2]0 -8.308 0080 -16.nO -11.530 4.9(16 134]0 4.183 -25.920 -2.923 0.036 6 2 8 -27.240 -10.630 11680 13.230 -109600 -]8.210 -7.253 0.060 -18.600 6.065 5.468 2891 4.174 -47.440 -26522 0.02] 62 9 -10.230 -11470 fi216 6.230 6.823 40.800 -1.526 00018 -19.010 -21950 16,4101 -10.980 -17.200 -M 110 3.508 0.045 .2 10 -9483 -11.030 8.581 -18.300 6.524 -57.200 -1455 0.010 -1].990 -21.040 21,080 41.090 -16.390 -114.100 -1786 0.026 62 11 1.883 -1]250 6361 -23.1]0 -13080 -54570 -1.957 0.006 3.864 -31.470 16.220 -55350 -28.370 -113300 -2662 0.014 7 t -0.112 0.011 3648 1.402 -2].550 -0.036 -1.454 0098 4242 4).032 1.541 0.580 -11.540 0.%2 -0.568 0037 7-1 2 -0.'64 0548 2.216 3.555 -1.621 1.858 4)6842 0.086 -09267 0.261 4932 1.492 -0614 00724 -0300 0035 71 3 4302 0495 4818 11410 -2.876 1.530 -1.537 0084 ..501 0.268 4)369 4297 -1.137 1.'26 -0.519 0035 7-1 4 -0.312 0494 ..878 13.150 -2.865 0.855 -1.544 0.083 -0.587 0.269 -09369 5.529 -1.'33 41.03] -0.582 0035 1-1 5 4I.635 0.302 -0.308 16.190 1.964 1 440 1226 0.082 -0.906 0.201 ..129 6.808 0.911 0 849 0592 0 036 7-1 6 -1.053 -0378 5.478 15.280 -25000 2.310 4162 0.081 -1.278 4463 2.29] 6.390 -10.300 1139 1.832 0.034 7-t 7 -1.082 -0.166 0209 16480 7.615 0.881 5.930 0.079 -1294 ..000 0.090 6.931 3297 4.005 2328 0.033 7 1 B -1451 -0.988 2.519 15.430 4.07] 29221 8.983 0.0]6 -1.612 4508 1062 6.471 1.991 19259 3871 0.032 ]-1 9 -1495 0851 -0.883 15.680 18400 ..281 9.319 0.0]3 -1.816 -0.249 -0.385 6.586 1.824 -0.96] 4.013 0031 7-' 10 -1.683 -1.989 O.tdB to 410 15800 2.011 11.190 0.070 -1.801 ..818 0066 6.03) 67]1 0."1 4.80] 0.029 7-1 11 1.630 -6.001 4.302 8728 -11990 59140 10410 0066 -1.833 -2.338 1813 3.583 -4865 1 .921 4.481 0.02] Design Shlp F- Nt- 39 Veil's P-1 Door NE LW Design ID Seolim Mazv 1.. Sheer Mazy Atilt MaV Vertical Mazy Ben6n Mazy Tdg n Mat/ p h Mazy Miry Min VI. P. ABnV M1LnV Mint/ Mint/ Nti1V In Mint/ Ma I.P (Klpsl !Kips) (Kips) p 1.11, o fNPA) p m. BenA Twig (qP A DMed Sheer Ang VMiW BenOirp Twsim Dphm. Twig (4p DeAeclian . Sheg 5-2 1 -3.322 2 068 -31 660 -103 500 ) finches) (Kips) (Kips) (Nlps) IIdp61 B.n AI finches) (Kips) 2 2 3 321 . 2 0]6 . -3t 8 00 . JJ - -1.747 9207 -2.802 0.011 -5.005 2.619 -75.550 -265.100 1. 5 1 6.220 -3.561 0 02] -5 166 S2 3 . 4 094 . 6 123 -1] 080 0 3281 3. -5.052 2.600 JS.a00 -109.600 % 1 1. 69 60 3 805 . 0 034 . -5 165 5-2 d . JO99 , 1 128 . 1] -10.910 - 5.91] 10.m 930 4 mil ,521 0.. 019 6.099 6628 -10.910 -34.210 -9.608 19 890 . 254 . O OId . { 099 S2 5 -580] . ] 041 - .000 15.6]0 6.582 3.317 4690 0.025 3.123 8.615 -IO.J10 39.510 -11.080 . 8383 . -]689 . 0 05] . -6 123 S2 8 -6 958 . 9 )0] -6.626 20.950 -8,516 11.990 0293 0.028 -B.SfiJ 12A90 -16.180 61.150 -13.820 23,190 -10 550 . O O6d . -8 567 S2 ] . -15260 . 19 810 1.094 003 3 33.350 58 610 -12.690 18160 6360 0.030 -10.150 1]280 -15.060 81.580 -22.220 3a 620 . -10.660 . . 0 0]0 -10 150 S2 B -25.930 . 25 560 . 20 290 . -18.110 21.610 -13.600 41 240 28 7 0.065 -9.594 10.510 1.618 23.920 -11.5]0 8.588 -7,856 . 0.029 . -11260 S2 9 -25.8 10 . 25.530 . 20 2]0 . 5 103 - . 80 2] ]]0 56.530 -1].200 0.058 -1).1]0 12.830 9.197 16.870 -18.590 31.130 -9.Btl 0.026 -25 930 S2 t0 23.990 . 36 360 . 45 2]0 - . 66 610 9.228 -17.070 81 010 0.046 -17.060 12.810 9.211 0.490 -1].980 0.0]7 -9720 0.021 . -25.610 S2 --29 - 11 .fi00 18.160 , 56 M0 . -112 ]00 . . -19.400 5 689 20 0.030 -27.]30 10.820 1fi.390 -21.880 40.]50 32.070 -9.597 O.Ot6 42.3] 0 53 1 -26. 2 80 9.5]1 . . -35.800 -SSA50 . -59 520 .610 -18.160 26 ]00 ] 0.021 -20.100 O dB3 29.150 -55.680 6.200 17.930 -8.887 O.2 -25.380 S3 2 -1] .550 5.525 -26.500 -28.560 . . -22 520 27 850 - .813 -]296 0.010 -39.020 O O 26A90 66,]30 .111.]00 -113.000 36.850 -162]0 M 0.019 38.020 5-3 3 2A11 1.]66 --11250 -2 789 . 28 120 . 35 680 6 961 . t2 -23.500 21.880 49.910 60.900 -43,900 35990 -15.160 0.021 -19.290 S3 S3 a 1.980 2.696 4.809 . 5306 . 27.3x0 . 68.920 , -0.946 0.016 0015 9.673 9.130 18.620 20 950 -23.630 A282 -12.]90 4 030 02.020 51 020 37.360 -10.250 0.024 10.180 S3 5 6 -12990 -12.060 ]296 6]19 -2,733 -2 BJ3 5.838 B d61 17.0]0 1)390 86,150 53310 0.033 0.017 -15.850 . 2)310 -6.051 . 5.884 . 62860 26.170 95.620 -2.209 -0.093 0026 0.028 9.]33 -12.500 S3 7 -11.1]0 6.171 . -2.818 . 10.970 1].690 42 010 0253 0 453 0.018 0 019 -16350 26.010 1 -6.958 11.810 29.100 81040 0.30] 0.030 -11.240 53 8 10.830 3].890 2].180 60.080 50.950 . 18.900 . S OJS . 0 033 - 2.930 5]15 za.no -5970 17.510 29.990 88.830 0]9] 0032 -9.99] S3 9 8.097 35280 2].280 15.660 38.190 SJ.)20 . 6 0]6 . 0 033 1 832 12.540 11 15.800 25.630 31,390 36.510 2.2]] 0.020 16.830 53 '10 8.060 32.320 25390 -7.]66 33.420 58.]20 . 68]9 . 0 034 . 1 9]0 .9]0 15.9]0 11.100 23.690 39.]40 2.900 0.020 8.097 S3 11 42.510 34.530 22;12] -20.530 18.19D 66.810 7 519 . 0 031 . -28240 10.910 16 10900 -2.819 20.510 36.]60 3.412 0.021 6.066 6-t 1 0.331 0.061 2.955 .383 -20.530 .531 . -15 390 . 0 083 0 28] .400 -0 16 13.030 -11.060 10,980 M.870 3830 0 021 . -42.510 S1 2 -0331 -0.061 -2.955 8.150 -20.510 -0.111 . -15A00 . 0 086 . -0287 . 2 -0 162 -).03) 5.660 49040 0.642 -35.])0 0.198 -055] 1 6- 3 -1.130 -0.216 -1.826 21.030 -13.820 1.314 -11.M . 0 087 -1 310 . 66 -].036 19.380 -19060 0082 -36.780 020 2 -0.55] St d -1.130 -0.218 -1.824 25.590 -13.630 3.869 -11 100 . 0 089 . -1310 39 0 -4369 50.920 -32.570 1.985 -2fi 520 0.20] -1.768 6-t 5 -2.903 -0.233 -0.07] 31.590 -3.093 1 152 . -3 118 . 0 095 1 8 .638 4369 58.550 -32.590 -0.5]0 -26.540 0.212 -1.768 61 8 -2.903 6233 -0077 31.]60 -3096 . -0 506 . -3 11] . 0 090 - . 35 -1.240 -0.219 69.410 6.920 1.670 6907 0.210 -2.903 61 61 8 7 3.700 -5.0]0 -1.555 -1897 0.211 62.910 20.270 . -1.193 . 11.5]0 . 0.20] -1.835 -2.759 -1.240 -0.413 4269 1.822 69.900 26.100 3,923 8.516 -1.902 -1.135 -6.9x9 4856 0208 9086 -2.903 Desgn Seip Faces /tie y0 VMN Fran Dar NE Lid D gn ID Seclim Max Noel IKips) Max VWd peps) Max Bendilp INpAI M P Tasipn (kipA) Max p DOW Bend - P Mai Twist (kip OeAecl A) (inche Mn P 1.. pn S- s) (KiM) Mn Noel (Kips) Mn P Min Mn P Min P VMicel B OUW TO- DPW (Kiln) (NpA) Nk ft) 13- Min P Mn P Twist (pp DeAe - A) lint-) 5-2 1 3.217 49.250 -161.000 -2.718 14.380 4.N7 0.0 18 -3.938 1.930 0 210600 0063 13.140 -2.693 0.023 12 2 3.229 -/9.160 -72.750 -5.106 4.977 4.218 0.0 23 -3.9/5 1.952 0 -94.210 - -3.219 5.913 -2942 0.029 S2 3 6628 40.910 -36.210 -9.448 19.690 -7.256 0. - 0.094 4.123 0 14.910 -591] 10.830 4.521 0019 5-2 4 6.645 40.7tO 30.510 -11.090 8.303 -]689 0.0 57 4.099 4.126 0 15.070 6.582 3.317 406W 0025 5-2 5 12.69(1 -16.180 51.150 -13820 23.190 -10A50 0.0 66 -5807 ].041 20.950 -0516 11.990 6.293 0.028 5-2 8 1].280 -15.060 81.580 -22.220 34.620 -10.680 0.0 )0 -6.958 9.]07 4 33.350 -12.690 16 dfi0 5-2 7 19.810 3.043 58.610 -18.110 21.640 -13.000 00 65 -9.594 10.560 8 A 23920 -11.5]0 9.588 -7.956 0.029 5-2 8 25560 20.290 41.240 -28.700 56.530 -1].200 0.0 59 7170 12.830 ] 16.870 -18.580 31.130 -9.811 0.026 5-2 9 25530 20.2]0 SAW -2]770 9.228 -1].0]0 0.0 46 -1].060 12.810 1 0480 -17.980 00]] -9.720 0021 S2 10 23.990 36.360 45.270 -66.610 6010 -18440 00 34 -27.]30 10.620 0 -21.880 40750 32.070 -9.597 0.016 5-2 11 18.850 53.150 -10].000 4.352 15810 -17.150 0.0 20 -2].140 3.336 0 di5.- 8.428 25.930 10.560 0013 5-3 1 26.490 66.]30 -111.700 -113AW 30.850 -162]0 0.0 19 -26.280 9.571 0 55.650 -59.520 26.700 .7.813 0.010 5-3 2 22.6]0 46.620 -58.500 -40.940 29.010 -16.350 0.0 20 -24.570 4.215 -3lvM-32.W -32.560 -27.520 39AW -8.632 0015 5-3 3 20.570 -22.520 .13.790 37.620 27.250 -13.420 00 22 1.562 -1488 -12360 -1.110 33.450 52.330 -8.335 0.017 S3 4 22.840 -0.936 2.308 39A00 50.700 -2088 0.0 23 0.975 -0OAM -59185 0.NO 35040 69.180 -1.147 0.020 S3 5 28.130 -5.973 49351 250500 WIN -0.068 0.0 25 -18.490 5.938 -2.863 8.393 21.510 91.000 -0.009 0.021 5-3 6 26.890 . .5.888 10.200 26.060 69.550 0.357 0.0 27 -1].250 5.261 -2.791 11.160 21.790 72470 0.226 0.023 S3 7 250700 -5.810 15.070 27.370 60400 0]82 0.0 28 -16.070 4.619 -2.723 13150 229050 55.990 0.462 0.025 5-3 8 37.890 27.180 40.060 50.950 48.940 5.075 0.0 33 5.705 12.540 15.800 25.630 31390 36.510 2.277 0.020 5-3 9 35.280 27.280 15.660 38.190 5]]20 6.076 0.0 33 1.832 110970 15.970 11.100 21690 39.740 2900 0.020 5-3 10 32.320 25.380 -7166 MAW &.720 6.879 00 36 1.970 10.840 14.900 -2819 20.510 3897W 1412 0.021 73 11 30530 22.120 -20.530 18.190 669610 7.519 0.0 34 -28.240 14.M0 11030 -11.060 10.%0 449870 3830 0.021 Et 1 -0.056 4168 205/2 -21.830 0.826 -16.360 0.0 88 -0.152 -OA65 6921 5.581 48.260 00467 -36.100 0.191 &1 2 -0.056 -3.147 8686 -21.040 -0.261 -16370 0.0 80 4152 0.165 6.920 19.070 48.280 00171 -36200 0.199 6-1 3 -00171 -1.936 22.110 -14A90 1919 -11.]90 00 92 -0.930 -09665 -4.301 49.190 32.050 1640 -26.100 0.200 6-1 d -0.171 -1.938 MAW -14.490 -1.531 -11.]90 0.0 91 -0.930 -0.655 d Wt 57.58 -32.0]0 -0 .172 -26.120 0.208 6-1 5 -0233 -0.077 31590 4093 1.152 -3.116 0.0 95 -1.835 -1.240 -0.269 69.610 6.920 1.670 -6947 0.210 6-I 6 4.233 -0.077 31340 -3094 -49506 3.117 00 94 -1.835 -1.240 -09249 69.900 6.923 -1.902 6919 0209 6-1 7 -0.170 1.959 26.130 9.051 -1.890 5163 00 91 -2922 -1.]00 4AM 618]0 19.940 -0.791 11.380 0.203 .1 8 -0.029 3.178 20.560 15.870 3401 9293 0.0 88 4.512 -2.132 6.012 44 NO MOW 2403 20.560 0.196 6-1 9 -0.030 3.178 14.340 15.890 -7.131 9.300 0.0 83 -4.512 -2.132 69812 31.640 35090 -6394 20.500 06186 6-1 10 0.074 2433 5.746 9.516 -2.003 5.]80 0.0 78 6950 -2715 5069 12.500 21.020 -3.718 12.700 0.176 6-1 11 0.075 2434 1.000 9.563 -158)0 50]]5 000 73 69& -20714 50070 2.610 21660 -1)250 12000 0.165 6-2 1 -2.B.W 0.020 4.092 -21.300 -5.557 0.0 69 -11.060 6404 -0122 9.857 51.350 6.008 -13.360 0.167 6-2 2 -0.994 0463 3812 6.255 -12.910 -8.913 0.0 68 -9.85/ 4.&7 0.599 8.901 -14.150 -17.250 -15.700 0.154 6-2 3 -2.669 -0.650 13.350 -16700 -11.3& -10.330 0.0 63 -13000 -7.575 -1.90] 30.230 -38.230 -1820 .0 23 .510 0.103 6-2 d -5.075 0.565 18.230 -19.530 6.888 -8.361 0.0 & - 20.020 -11.500 1.077 16640 -48050 -14.190 -20.590 0.133 62 5 -3464 0.470 18.960 -9.510 -29.040 6.648 0.0 51 -20.170 -9.442 0.369 44.360 -22.820 45. W0 -20.320 0110 62 6 -5.337 2.811 10.370 4.991 -1]]80 4.916 O.N 2 -2].000 -12.230 6.360 45.]50 -13.610 -38.230 -12.690 0.10J 6-2 7 -10.210 /.&7 13.]20 -8.460 -22.880 -3.020 0.0 35 -28.950 -21.110 10.890 36.030 -22.730 -50.090 -0.245 0.005 &2 8 -7273 5.055 3.87] -3.5N 40.310 -2.824 0 0 . 2 6 270 -15.110 11030 12.W0 -10.400 62480 -7191 09065 6-2 9 -11470 6.218 6.230 6823 00.800 -1.526 00 18 -19.010 -21.950 15410 -10.980 17.200 -W.110 -3.W8 O.NS 6-2 10 -11.030 - 9.&1 -18.300 6.524 57.200 -1455 0.0 10 -17.990 -21.060 21.060 41.0% -16.390 - 14.100 -1.]W 0.026 6-2 11 -17.250 6.381 -23.170 -13000 -54.570 -1.957 0.0 06 3.886 -314]0 18220 -55.350 -26.370 -113.300 -2662 0014 7-1 1 090M 3.580 1.382 -27.110 -0085 -1.050 00 86 4453 6071 1.W7 0672 -12260 0.143 -0.575 0.039 7-1 2 0.518 -2216 3.555 -1.621 18& -09W2 0.0 88 -0.26] 0.261 -0.932 1492 -0.614 06724 6300 0036 7-1 3 0695 -0870 11410 -2.876 1.530 -1.537 0- -0.56] 0269 -0.369 4.797 .1.137 1.126 -0.579 0035 7-1 4 OAN -0.878 13.150 -2.865 0.055 -1.W4 0.0 03 -0.&] 0269 -0.369 5.529 -19133 -0.037 -0.&2 0.035 7-1 5 0.313 -0.201 10.590 1.018 1.321 0920 0.0 54 -0.906 0201 . 0.129 6.808 0.911 ONO 0.592 0.034 7-1 6 -0.109 5.390 15 NO -24660 2.1W 4.N8 0.08 0 -29169 -0.P9 2043 6.789 -10.950 1349 2.021 0.036 7-1 7 0.073 0.097 7.393 3.595 0.381 2.5& 003 5 O.WS -0.212 0205 16220 )437 0.802 5.198 0.078 7-1 8 -0.506 1.062 60]1 1.991 1.259 3.8]1 0.03 2 -1.651 -0.988 2.519 15430 44]] 2.221 0983 00]6 7-1 9 .0.136 6363 7.02] ' 0.366 0.03 2 -0865 -0919 72 15420 18NO 0.246 9.107 0.072 ]-t 10 -0.878 0.066 6.03] 6.TI1 Ili 0.8]5 17 1.807 0.02 9 -1.683 -1.999 0.148 16.010 11- 2.011 11.190 0070 7-1 11 -29338 1.813 3583 4 .865 1821 a487 0.02 7 -1.630 -4N1 4.342 8.]20 -11.990 5.140 10410 0 066 Design slno Faces ~ff,911 -Vm1Y front Door NE Lid Di pn MaxM M m MNM MexM MexM -M M m I.P. -M M. M nh Minh Minh Min h ID S-icn I.P. S- Adel VMicel eggin g Torsion Dptlm. Twig (NP ear Adel V.,i Berdilp Torsion Dpem. T wig Deesolion (Kips) (Kips) (Kips) fNpB) (FipB) Be i 8) n) (Kips) (Kips) Nell) 1Np8) B-i 7.2 1 -1.520 -4.155 7.622 11.380 4.9 8.99] 1.628 -2.35] 3.195 4.6lM -0503 1.890 3.894 0.027 ]-2 2 -1,566 -3.895 0.365 13.690 164]0 2.912 11.2]0 fi 1.]93 0.161 5.692 7.030 0.659 4.835 0.025 7-2 3 -1.525 -5.441 4.325 11.530 0.222 4.489 12.600 1.]95 2834 1.815 4.738 1 898 1.242 5.38] 0023 72 d -128a 9]9 3405 16650 1].630 6.075 15.030 1.632 3 1622 6.029 1481 2.34] 6.385 0.021 7-2 5 0020 -10.360 ].343 13.62) 11.9&3 12400 18.740 .881 5071 5646 7.877 0.018 7-2 6 2.533 13.7]0 31620 6.858 18.850 .161 -5.337 1.056 5.666 13.210 2.124 7.920 0.016 7-2 7 -1.378 -17.380 8.806 14.420 20.590 19.000 24.150 0.033 -1.081 -8.250 3.666 5.830 8,536 9.00] 10.020 U13 7-2 8 -1.813 -16.060 6.029 8.707 34.590 12.660 24.100 0.026 -1328 -8639 2.550 3.410 14.230 5.024 9.994 0.011 7-2 9 4251 -28.x30 11.790 12.830 33.030 13.170 25.180 0.020 1.041 -13.640 4.941 4.980 13.400 5939 10.630 0008 7-2 10 1.821 -t3.1E9 6.985 -2.880 13.160 ].]20 10.520 0.006 4.21N -28.690 11890 -5.39$ 32.530 1]S10 25.380 0.013 7-2 11 5.550 .17.000 ].111 14.180 3.051 0003 9801 35970 17.350 -26560 34.2]0 6.575 25.410 0.(108 8.1 -3131 10.470 6401 7.651 0008 1.17] -2.013 2.70] ]30 x115 4.921 8-1 -1.61] 0.303 1.076 -3.330 4.]65 0.006 1.624 -2046 4 2 06 8 ].505 0.010 -3.480 4.878 @ 10. 7.318 0.011 -0860 -2.276 3.128 3.966 6504 -3.380 0.666 0006 &l 0 3725 0822 2]9 0.010 -0.358 -6.0 5.587 5.29] 3.~79 7]98 _1427 5 06 .55n2 J 23 0012 n012 -1?.412 cm -1.5xj 3.5 .I,.. 2446 5013 .413 -3 3.. 3.674 0.00] De W Strip Forces Me y2 Veil's Front Door NE Lid Design v Maz V Mix V ex V Max V Mex V Mai V Max V Min V I.P. 1Rn v Min V Min V Min V Mn V NBn V M. V Maa P I P 10 Section 12 - Real Vertic Bendirq Torsion Dphm. Twig (dp- DdAW Him Sheer Adel I Vertical Ben6n9 Tavan Ophm. T wig (10p DeAeclion . . Sher . , IXiq) (Kips) (dpA) "51 Bean A) (inche6) (Kips) N.) (Kips) (dpA) (WV-AI Berldn A) (inches) Kin) 7-2 1 -1.520 4.155 ].622 11,380 -11.120 4.9]] 8.937 0.066 -1.828 -2.357 3.195 4.6% -6.503 1.8% 3 894 0027 -1 828 7-2 7 2 -1.554 -3.895 0.365 138% 16.070 2912 11.2]0 0.080 -1.793 -1.836 0.161 5,692 7.030 0,659 . 6 &35 0 025 . -1393 2 3 -1.525 -5461 0.325 11.530 4.222 6.669 12.fi00 0055 -1.795 -2.834 1.815 6.736 1.8% 1242 . 539) . 0 023 -1 795 7-2 4 -1.280 6.979 3.005 14650 1).830 6.0]5 15.030 0.050 -1.632 -3.x46 1.022 6,028 7.081 2.347 6.385 . 0.021 . -1.632 7-2 5 0.020 -10.360 7.343 13.620 11.980 12.400 18.740 0.005 -0.861 -5.121 3.%1 5.563 5.071 5.606 7.877 0.018 -0881 7-2 6 -0661 -11.230 2.533 13.770 31.420 8.658 18.650 0.038 .1.161 -533] 1.050 5.606 13.210 2.124 7.920 0.016 -1 161 ]-2 ] -13]8 -17.380 8.804 MAX 20.590 19.000 24.150 0.033 1.081 -8.250 3666 5.830 8.538 9.067 10.020 0013 . -1 081 7.2 8 -1.813 -18.060 6.029 8.]0] 31.590 12650 24.100 0.026 -1.328 -8.639 2.550 3.410 10.230 5026 9.994 011 0 . -1 328 ]-2 8 0.251 -28.030 11.790 12.830 33.030 13.170 25.180 0.020 1.841 -13.660 4.961 4.960 13.400 &S. 10.030 . O 0% . 1 861 7-2 10 4.204 -28.6% 11.890 -5.395 32.530 1]510 25.380 0,013 1 1.821 13.760 4.%5 -2.M 13.180 7.720 10.520 . 0006 . 1 821 7-2 11 9.801 .35.970 17350 -26.560 30.2)0 4.5]5 25410 0.008 5.550 -17000 7,111 -11.280 14.180 3.051 10.530 0 003 . 5 551 &1 1 1.831 -3.131 4.211 8.910 10.070 1.401 ].654 0.008 1.177 1013 2.707 5.730 6.732 -4115 4.921 . 0 005 . 1 575 &1 2 1.624 -2046 0.600 02 2.068 -4.593 7.505 0.010 0.981 -1.617 03 -0.217 1.078 -3.330 4.]65 . 0 006 . 1 29] 8-1 3 -1.027 -3.500 d.%5 6.169 10.180 -5.258 7.287 0.010 -0.660 -2276 1128 3.966 6.54! 3.380 C.68d . 0006 . -0 660 &1 d 0.117 4.381 0.973 -0.262 0.810 6.0% 6.180 0.011 -0.154 -2.960 0.620 -0359 0.225 4002 4.0% 0 006 . -0 156 &1 5 -2.197 -2.002 5.590 3.605 8420 -5.109 5.]16 0.011 -1.412 -1.504 3.594 2.406 5.413 -3.284 3674 . 000] . 1412 8-1 6 -2.5% -4.193 1.]03 -2.980 5.5% 0.011 -1,669 2.695 1.035 -1.822 -1.188 4.fi27 3 597 0007 -1 669 8.1 7 -0.760 0.389 5.073 0.066 9.361 -2495 5.503 0.012 -0489 0.2511 3.261 0.042 6.018 -1.604 . 3 538 0 008 . -0 ]60 &1 6 3,832 0076 2488 3.677 114%0 4.867 10.020 0,0121 2,4611 4049 1.5% 2.364 7.388 -3.129 . 6.702 . 0 008 . 3 399 e-1 9 1399 5.703 6.264 -5037 -2200 1.009 ].320 0.009 2.041 6.570 6.638 -].466 -3374 2680 10.320 . 014 0 . 177 2 8-I 10 11.870 3422 4.312 3.805 18.950 10020 8.438 0.009 17.600 5.509 1.814 111 29.220 l 15.710 12.260 . O.Ot5 . 1] 800 &1 11 id 050 ].938 -9420 5.085 1.622 12.610 9.282 0.010 21860 12.350 -14.650 ].910 2.5241 19.610 16650 016 0 . 21 880 &2 f -0019 -15460 -20.360 -80.p30 97.]60 3].550 61.560 0.012 0.685 -21.850 -38.660 -136.800 141.000 54.470 93.3% . 0 0181 . -0019 &2 2 3.320 -9.305 -13.650 43.160 ]7.950 10630 53.360 0.013 -5270 -13650 -23.370 -74.740 122.600 16.560 81.610 , 0 0211 -3320 8-2 3 4.%2 -9.800 -1].570 -30.470 %.PO 3.S54 51.090 0.015 -7.143 -14.270 -29.060 -53.150 152.700 6.105 78.510 , 0 026 -0 562 82 4 -5.768 -10470 -21.1]0 -8.318 115.600 6.362 48620 0.017 6.956 -15.060 35.370 -16.570 183.000 4921 75420 . 0 028 . -5766 &2 5 -8.195 4.913 -1.669 8.815 92570 16.110 56.410 0.020 -10.320 6.747-13.320 11.3% 147.600 26.320 92A1011 . 0 0311 -8 795 8-2 8 -8.821 4.926 -7.865 18.530 93.500 4.960 57.930 0.022 -1!.360 -6765 -13350 2]830 149.100 8.229 91,650 , 0 035 . -8 821 82 7 -8.069 -1.915 6011 24.5 50 73.080 16.040 51980 0.025 6% -2.296 -10.030 37.150 11).200 25.]30 83000 . 0039 . .11 5)0 &2 Ii -9.095 -1.920 6.028 030 32. )3.800 d.J66 51.560 0.02] -14.730 -2.303 -10.060 49.620 118,400 7.532 82330 . Od3 -11 O 700 &2 9 -9.056 -3.%5 -6.878 23.220 -11 1.328 43.3% 0.029 -14.890 -5.729 -109% 35450 56.910 2455 70.160 . 04] 0 . -9 0% 8.2 10 -8.000 -0.023 35.1% 64.300 6.617 12.360 0.032 -12.910 0449 -0.258 56.370 100.300 10.320 68.5% . . 0 050 -11 380 8-2 11 57 7 1% 31.070 21.820 3.188 38.030 0.030 -134% -2.357 -19.600 4).150 61.380 2.730 . 0054 . -835] 83 1 8.145 -1.869 .9.163 28.880 21.860 3.113 38.]80 0.034 -13.130 -2.331 14.650 43950 36.740 0054 6.145 e-3 6436 ]3. ]30 8.3 44.530 0.017 -9.058 2]71 -0160 63790 82.170 0010 0.050 -10 280 B-3 3.430 2.183 -2.851 44.2% 0.019 -9.052 2.]71 -0163 53.960 62.120 9.750 R-3.W9 0052 . -10270 4 -].921 4025 2469 58360 1.630 8281 46270 0062 4.928 2.169 1.581 31910 539% 6.5% 0038 -7 921 5 -].916 4.024 246] Odp MAW 0.000 . -7.916 8- 4.9]0 0.953 -2285 31330 5 0.732 1.082 -3.555 46.)60 3,0]0 0.%3 ]985 Devpn Slip Faces Vats Front Door NE Lid Design ID Senian Mar Acel IKiPs, Mar Mar Mat P VMka Bwdw Taa00 00ips) (kip8) lldp ft) Mar P .Mar Mar Dphm. Twin kip- Deeenion Belli 8) BnNres) Min I.. Sher (Kips) k]n Av'a (Ki.) Min h9n P Min P Vertical Bendng Tosim (Kips) (Wi fi) (kiPB) Min DPlxn. B-0, Min Min Twist(WI,Deeec- 81 (inches) 7- 1 -2.357 3195 4.696 -4.503 1.690 3.894 0.027 -1.520 4155 7.622 11.380 -11.120 6921 8.997 0.068 72 2 -1.636 0.161 5.692 7.030 0.659 4.835 0.025 -1.584 -3.895 0.365 13.690 16.470 2.912 112]0 0.060 ]-2 3 -2.036 1.815 4.736 1.898 1.202 5.387 0.023 -1.525 -5.401 /325 11.530 4.222 4.669 12.800 0.055 7.2 4 3.444 1.422 6029 7481 2.34] 6.385 0.021 -1.2. -6.979 3405 14.650 17.630 6.0]5 15030 0050 7-2 5 -5.121 3.061 5.563 5.071 5.646 ].8]1 0018 0.020 .10.360 7.343 13.620 11.980 12.400 18.760 0.045 7.2 6 6.331 1.054 S.W6 13210 2.124 7.920 0.016 -0.464 -11.230 2.533 13]]0 31,420 6.858 18.850 0038 ]-2 7 -8.250 3.666 5.830 8.538 9.047 10.020 0.013 -1.378 .17.380 6804 14.420 20.590 19.000 24.150 0.033 7-2 8 -8.639 2.550 3.410 10.230 5.024 9984 0.011 -1813 -,8.060 61029 8707 34.590 12.860 24.100 0026 7-2 9 -11W0 4.941 4.960 13.400 5.939 MAN 0008 4.251 -28.430 11.790 12.830 33.030 13.170 25.180 0.020 7-2 10 -13.760 4.985 -2..0 13.180 7.720 10.520 0.006 4.204 -28.6. 11.890 -5.395 32.530 17.510 25.380 0.013 ]-2 11 -17.000 7.111 .11.280 14.180 3.051 10.530 0.003 9.801 35.970 17.350 -26.560 34.270 4.575 25.410 0008 8.1 1 -1.8% 3.185 6.887 8.1]6 .4.879 6.017 0.007 1.631 3.131 4.211 8.914 10.470 -6401 7.604 0.006 8-1 2 -1.`507 OAW -0.330 1.709 -3.483 5.917 0.006 1.526 -2.515 0471 -0.338 1.6]3 -5.180 7412 0.008 8-1 3 2.276 3.128 3966 6.544 -3.380 4.604 0.0% -102] 3.540 4.865 6.169 10.180 -5.258 7.287 0.010 8-1 4 -2960 0.624 -0.359 0.225 4.042 4.086 0.006 -0.240 4AW 0.971 -0.559 0.351 -6.288 6.356 0.010 8.1 5 -1.546 315. 2446 5413 -3.204 3674 0.007 -1.80] -2.600 5.29] 3.9]9 1.]% -5016 5.W7 0012 &1 6 -2.695 1.095 -1.922 -1.188 4.627 3.597 0.007 -2.5% 4.193 1.703 -2.990 -1.048 -7.197 5.5% 0.011 8-1 7 0.309 5.073 0.066 8.361 -2.495 5.503 0012 -0.515 0.215 3.009 0036 6.104 -1124 3526 0.010 81 8 -0.022 2.264 3.338 10.010 -6425 9.509 0.010 3.030 -0.210 1.820 2.]20 8.612 -3 d8] ].682 0012 8-1 9 8.872 6.633 835 -3.629 2.192 11.380 0.013 1399 5.703 4.204 -5.037 -2.204 1409 7320 0.008 8-1 10 5.509 -7.012 4.814 28.220 15.710 12.260 0.015 11.970 3422 4.312 3605 18.950 10.020 0.438 0.009 8-1 11 12.350 -14.650 7.910 2.524 19610 14.450 0.016 14.050 ].939 9.420 5.085 1.622 12610 9.292 0.010 &2 1 -15.060 -26.360 -80.030 87.760 37.550 61.560 0.012 -0.029 -20.050 -3)900 -124.500 152.100 58.000 %.760 0.018 8-2 2 -9.305 -13.850 43.460 77.950 I'. 53.360 0.013 -5.165 -14.470 -21.560 6].600 121.300 16230 83.000 09021 8-2 3 -9.900 -1].570 -30.470 %.770 3.554 514% 0.015 -7.097 -15100 -27.330 47.000 150.500 5.528 80090 0024 8-2 6 -10470 -21.170 -8.348 115600 6362 49.620 0.017 -8.969 -16.290 -32930 -12.9% 179.800 -9.897 716190 0027 8-2 5 4.913 -7.869 8.815 929570 46.140 58.410 0.020 -13.680 -7.603 -12.240 13.710 144.000 25.100 %.870 0031 6-2 6 4928 -7.886 18.630 91500 4.904 57.930 09022 -13.]20 -7.863 -12.270 2 AW 145000 7.722 %.120 0034 &2 7 -1.659 4.028 28.960 92.8% 20.380 65.670 0031 -14.110 -2.979 9355 MAW 113.700 24.960 80.870 0038 8-2 8 -1.663 4.046 38940 93.040 5.W3 65.140 09034 -14.150 -2.987 4376 49.830 114.800 7,414 80.210 0.042 8.2 9 -3.%5 6.818 23.220 36.300 1.328 03.390 0.029 -14.090 6.16] -10.7% 36.1211 %.470 2.%6 674% 0.046 &2 10 0.573 -3.824 47.240 91.960 9025 60.380 0.4 -10.550 -06229 -3.279 47.060 W 900 8.772 56.040 0.042 8-2 11 -1.720 -12.1% 31.0]0 24.820 3.188 38.430 0034 -13000 -24675 -18960 48.330 38.610 4.960 59.]90 0.053 8-3 1 -1.869 .9 'M 28.080 21.%0 3.113 38.780 0036 -126]0 -2.627 -14.250 60.920 34.010 4W2 60.330 0.053 8-3 2 1037 -0.119 619820 92.]80 9.041 56.410 0.057 .6401 1.739 -0.016 39950 56.%0 6273 33.870 0.035 8-3 3 3.037 -0.123 81.950 92.120 -4.033 %.110 0.060 4397 1.]39 -0.018 3969W 56.020 -2244 336% 0.037 &3 4 6.025 2.469 50.360 91.630 8.281 46.270 0.062 4 928 2469 1.581 37.910 53.9% 5.461 26.5% 0.038 8-3 5 4.024 2.467 550050 91.550 -2.234 46.040 0.%4 -4.025 2.488 1.500 35.790 53.940 -1082 26450 0040 8-3 6 1.519 -3.3% 66.250 11930 4.050 39.650 0.066 4.970 0.953 -2.285 31.330 5.385 -2.394 21260 0.041 8-3 7 4.600 8035 49400 1024%0 -1.5% 39.340 0.(168 -3.047 21835 3389 31.9% 59.040 -0.704 21.010 0.2 e-3 8 2.309 -2%9 41..0 9.391 -1.451 289930 O.%6 -3.7% 1A85 -1.870 26.980 6.041 -0933 18.600 0..2 73 9 4.557 6.897 48.700 119.400 50.72t 37.810 0.071 -2.&14 2.92] 30.700 679500 -0.192 18.550 OW3 8-3 10 2.663 -0.312 39.820 27.]80 -0215 26-480 0068 -2.629 1.041 25600 1].060 -0.138 17020 0.044 8-3 11 2.661 4.315 40.220 2].]50 6.041 26.340 0069 -2.62] 1.8. 25.850 17.040 -3.887 16930 0.5 8-4 1 1.250 -10.220 29.2% 65.910 -O.d% 24.]30 0.069 -3.805 0.]48 1].120 44440 -0482 30930 0.059 84 2 3.031 -0.112 41.170 33.320 1.278 25.570 0.070 -2.200 1.048 26.0]0 21.420 0.822 16430 0.5 84 3 3.033 -09113 41.350 33.340 -3301 25.580 00]1 -2.28, 1.950 26.580 21430 -2.122 16460 0046 6.4 6 3.005 0.512 66.830 32.510 2.776 22.330 0.072 -1.936 1.932 t 30.100 20.900 1 ]83 14.350 O.W6 64 5 3007 0.541 66.170 32.530 -1.119 22.340 0.073 -1.939 1933 29.680 20.910 -0720 14.360 09047 8.4 6 3009 0.541 45.510 32.560 -5006 22.350 0.073 -1..0 1935 29.260 20.930 3218 14370 004] Bd 7 2.%5 0.630 52430 21.980 0.508 14.150 0.0]4 -1.%2 1.919 33.710 14.130 032] 9097 0.047 &4 6 2.%7 0.629 51.680 22.(%10 -2.834 149160 0.014 -1.%3 1.920 33.210 14.140 -1.822 9.,04 0048 84 9 2.920 1.07 4 55.560 82]6 1.863 2493 0.0]4 -14% 1.8]] 5.]20 5.320 1.211 1603 0046 8-4 10 2.822 1.0]6 54.230 8.283 -1.122 24% 0.0]0 -1497 1.8]8 34.860 5325 0.048 1 2.924 1 4.125 2499 -t 49] 1.8]9 SI 04010 5.329 -2652 ,.6% 0.04] Design Strip Forces / ow Vail's RM Dar NE Lid Design ID S &I Marts I.P. $han (KI-) Marts Av'Y (Kiln) M-M MaxM Mar" VMkd Be do Torsion (Kips) (kY6) (kµ6) Math Marts Marts sMn MI. Dphm. Twist (Wti Nfl-ion St- 8-din 6) finch-) IKIps) Minh A..; (Kips) Minh lMnM V-W Ba I,g T-miI (Kips) Ikp'6) Nip 6) Minh Dphm. T Bsndn9 Minh Minh wist (Itip DMacl 6) (inch-) &5 1 -2307 1.594 -11210 54.740 -84.890 -0.558 5.616 0083 -1.514 1.175 6609 34.880 60.150 -0.195 -0.765 0.04] 8-5 2 -2.443 2.]10 '.577 57.300 7OV 0.232 0.440 0.083 -1.366 1,779 0900 33960 7837 0.198 32 0.04] 8.5 3 -2.443 2.710 1.5]7 55260 7.043 -2.926 0.437 0.083 -1.343 1778 0.900 32.690 -4.831 -1539 -6.630 0.047 &5 4 -2.'78 2.502 1.908 SO'O -5.383 1.863 -10.350 0083 -t 186 1.631 1.328 29.940 -11.640 1.077 -13030 0.046 &5 5 -2.1]8 2.501 1.908 47.980 -5.382 -0.953 -10.350 0083 -1.186 1831 1.328 28.220 -11.630 -0.45] -13.030 0046 &5 6 -ZM 2.500 1908 45.530 -5.372 -3.760 -10350 0092 -1.188 t= 1328 26.510 -11.620 -1.96] -13030 0.045 8-5 7 -1.93] 2.302 1.934 39.060 .7.851 0.572 -13.6]0 0.082 -INS 1A86 1.457 23,420 -13.600 0.362 -15.390 0.045 &5 8 -1.936 2.302 1.934 36.5]0 -7.839 -1.932 .13.670 0081 -1048 1AM 1658 21.550 -13590 -0.995 -15.380 0.044 &5 8-5 9 10 -1.886 -1.885 2.092 2.092 1.257 1.257 31.480 29.860 -2.616 -2.608 1.801 -0.353 -9.675 -9.674 0081 0080 -0.904 -0.906 1.330 1.329 0.867 0.868 18.610 1].490 -12.]50 .12:]40 1041 -13.]80 -0.129 -13.]80 0043 0.043 &5 11 -1.665 2091 1257 28240 -2.600 -2.501 -9.6]2 0.080 -0.904 1.329 0.868 18.3]0 -12.]30 -1.295 -0 0042 86 1 -1.429 1.370 6.509 31.990 .110.500 0.470 -17.740 0066 -0.919 0.881 4.185 20.570 -]1.050 0.302 0 0.062 2 -1.380 1.949 0.]37 28830 8.223 0.662 1.109 0.079 .0.]57 1.209 0.947 16.060 6.273 0.431 9 0042 3 -1.380 1.948 0,73] 27.660 8228 -1.157 0.079 ]57 1.208 0.947 14.810 6.285 -0.5 041 4 5 -1.124 -1.123 1868 1.868 0.209 32.330 32.050 15.780 15790 1.193 -0.290 6.590 6.590 0079 9 -0.628 628 1.122 1.122 0.629 0.629 17.600 16.]80 -2.552 -2.547 0.]46 -0.082 1 0.041 0.040 8.6 6 -1.123 1.867 0208 31.]80 15.]80 -1.]68 6,590 0019 828 1.121 0.629 15.950 -2.543 -0.909 1 0.040 86 ] -0.861 1.845 0.047 38.530 18.050 0.142 9.888 0.0]9 1.066 0.313 19.600 -1.917 0.193 5 0. 86 8 -0.861 1.845 0.04] 38.460 '8.050 -0.995 9.886 0.079 1 W5 0.313 18.980 -1913 -0674 1 039 e-6 9 -0.639 1.819 0.124 43.400 13.440 0.381 80]6 0080 -0403 1.01] 0.702 210" -2.469 0.353 7 0039 e-6 10 Ai1 0.124 43.230 13..0 -0.466 B.OJ4 0.090 -0A03 101] 0.702 20.880 -2465 -0OAW 0039 &6 It 1.819 0.124 43.060 13440 -1.308 8.0]2 0080 -0.403 1.01] 0.]02 19.960 -2481 -0.711 0.038 8-] 1 -0,681 1.534 -11.]90 40.650 -95.400 -0.304 6.055 0080 -0.420 0.819 1.219 22.390 -59080 -0.00] .2 0.038 0-] 2 -0.442 1.788 0.508 43.460 ].283 -0.094 IN -0.316 0.958 0833 21.100 -5.445 0.056 4806 0.038 8-7 3 -0443 1.769 0.509 42.830 7,297 -0.679 0.080 -0.31] 0.959 0832 20.020 -5.46' -0.362 4.815 0.038 &7 4 -0.214 1.680 0.750 38.960 3.676 0,181 0.080 -0.224 0.882 0830 18.950 -7.366 0.271 -5.252 003] &7 5 -0214 1.883 0]52 39010 3.890 6103 0.080 -0225 0083 0.829 17.890 -7.385 6025 -5.261 0.037 &7 6 0027 1.]31 12,370 36.610 114.500 -0.231 0 0080 -0.12] 0.946 5.100 14,650 47,110 -0.104 -4.929 003] 87 ] -0.003 1.820 0261 344140 4.869 0.210 9 0.080 -0.138 0819 0.909 15320 -5.341 0.194 3.395 09037 &7 &7 8 9 -0.003 0.203 1.623 10612 0.262 -0.212 33.820 31.760 4968] 11.990 0.204 0.2(M 1 g 0.080 0.080 -0.138 -0.055 0021 0760 0.909 0.560 14.160 13.870 -5351 .549 0.012 0.290 3401 0458 0.036 0.036 8-7 10 0.203 1.615 -0209 32.060 12.030 0.468 0 12. 0081 -0055 0.]81 0.561 13.140 -1.553 0.217 045] 0.036 &7 &8 11 1 0001 0.385 1.530 1.]01 11120 40.480 129.600 -1.036 35.540 19.1]0 0.441 -0.336 0.081 0081 0024 0.018 0]96 0.780 4.779 0.025 15.070 14.810 52.550 2982 0.1% 0.17' 238 4,381 0.036 0.036 86 2 0385 .700 -1036 3].050 19.160 0.222 0081 0.018 0.780 0.025 14.7]0 2982 0195 6.381 0.036 &8 3 d 0.385 0.479 1.700 1.829 .1.037 -1 ]6d 38.590 69.4]0 19.150 18.560 0786 -0.277 18.140 0082 0.082 0.018 0.056 0.780 0.850 0025 -0.271 14.730 20.030 2.982 4.]89 0.218 0.025 4.381 506fi 0036 0036 8.8 5 0.4]9 1.928 -1 ]6d 52.090 18.550 042] 18.140 0.083 0056 0850 -0271 20.430 4.788 0.106 5067 0.036 841 6 0.489 2.194 -1.913 6].120 4.623 -06723 5.826 0082 0.052 0.940 -0.550 27.520 -0451 3 0550 0.036 B-8 061 7 B 0.469 0.306 2.194 2.5]1 .1.913 69.940 -1.558 83.720 4.616 -29.800 -0035 -1.41] 5832 -21.5]0 0082 0.091 0.052 -0901] 0.940 t0~ -0.550 28.330 -0.557 34.520 -0451 -16400 8 7 0.595 -'0.500 0.035 0.035 9 10 0.305 -0.053 2.570 2881 1.050 86.030 97.100 -29.790 68520 -0.973 665 -21,560 -59.920 0.080 0078 OtB -0. 16M 1.185 -0.556 35.340 0.530 40.340 - 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1.349 6.5]2 0.107 -1.747 2.944 -7.%5 -50.990 3299W 2.460 10.860 0.208 35 2 4765 2.079 -0.759 -21.15 18.160 0.365 6.571 0.10 -1747 2.944 -7,W5 40.800 32.%0 0.245 10.860 0.208 95 3 -0.765 2.0]9 -0.]59 -60.170 18.160 -0.620 6.52 0.105 -1.160 3.230 -1.181 31.380 28.300 -0964 10.210 0 .163 9-5 4 -1,433 2.607 -18.580 13440 97.3]0 1.2 524. 0.200 .4620 1931 -B 21 ]_393 5LW0 0.6% 28.080 0 .IW &5 5 -19433 260) -18.580 31.4. 9].390 -0.W] 5264% 0.210 -0.6M 1.931 6.51 12.600 51.W0 -0.113 28.090 0.104 9-5 6 - -1.700 2.3]3 0.041 55.250 -69.540 -0.2% 52.900 0.212 -0.]52 1.]60 2609 20.800 -26.650 0024 29.110 O.1W &s 7 -1.154 2.]14 -16.05 100.100 82. J. 0071 49.600 0.214 -0.502 1.811 -5765 48.160 45.910 0.259 27dW 0.104 Dw w sl.p Fates u.118 -0.52 1.811 -5765 55.610 45.820 -0.387 2741 0.104 45 921 -0.878 2.666 6.929 156.100 31.41 0.60 IBBW 0.21] 0.391 171] -1]02 71.]60 21.50 0.4% 12.900 O.tW 95 10 -0.078 2.660 3.929 165.10 31.50 -0.525 18.880 0218 -0.391 1.]17 -1702 73.%0 21.510 -0.006 12.900 0.160 35 11 -0.878 2.666 -6.929 174.000 31.510 -1654 18.880 0.220 -0.391 1.717 -1702 76.1. 21.510 -0.508 12900 0.103 *W Vail's Rom Ddd, NE Lid Design Max VI. P. Z Marv Matt/ Max V = V Mazy Max V Mu V MixV Min V .P I. WV WV -V Min t/ MinV MinV MinV MaxPI P ID Section S Atlal % .I l B : en da Tarim D Twist l D a SOew Ad4ial Valica' i Torsion Dphm. TWiE ( wP Deflection . . SII~ 81hs1 IK (Kips) (NPA) "K.) .d B mdn A) pnclncih ml (Ktps) (Kim) IKipsl (Vj (bDd) AI (bPA) Berdn A) (imhoa) (Kips) 9-1 1 -32.050 6.948 -49.530 -1360 -62.190 45.480 8.4)3 0.043 -51.780 9.)84 -80.]80 -232.800 -110.700 M4641 6.329 00)1 49 850 9-1 2 -26.650 12.880 4].4;10 -82.510 -36.80 40.20 29]6 0048 42.950 19130 -77.6]0 -146100 60.030 60.800 -2405 0.078 . 41.650 9.1 3 -26.240 14.000 45.200 -24.70 21,000 8298 -2.521 0.053 42.480 0,750 -73.990 -51.950 41.870 9.615 -11.140 0006 40 810 9.1 4 -25.750 15030 42.900 27120 -5.%9 -22.820 -8.019 0.058 41.880 22.210 -70.190 33.980 -16.830 -40.660 -19.8)0 0093 . -40.050 9-1 5 -14.830 11.510 -27.410 29.330 .10.6% 9.911 -3.427 0%3 -23.200 1].530 44.750 37.300 -22.950 12.nl) -10.220 0.101 -23.070 9-1 6 -14.8201 11.520 -2].410 62.300 -11310 6.1 ]8 3.461 0.%9 -23.1% 17.530 44.)50 91.130 -23.950 -15.510 -10.230 0.110 -23.%0 9-1 7 .10.770 10.170 55.030 4.015 9 10.3 -1.231 0.074 -16600 15860 -27.050 88.210 -10.660 14.340 -5.423 118 0 -16 750 9-f 8 -10.)60 10.170 -168]0 79.070 4.3]9 -1.290 0079 -16.590 15.860 -2].050 118.]00 .1 1+2W -5.990 -5.472 . . 0.125 -16 740 &1 9 6.144 8.629 -9.580 69.890 -7.131 11.240 0.983 0.083 -12.380 13.160 -15.270 102.600 -14.070 15.820 -0.33] 06132 . -12 6]0 41 10 -6.145 9.628 -9.562 9490 -7.345 1.209 0.65] 0.08] -12.380 13.180 -15.270 11.]00 -44.410 0642 -0.838 0.138 . -12 670 Pi 11 -3.503 10.130 -10.510 82.09 -350 -0.518 2.315 0.090 .5,M 15,310 -17.230 123.600 88.89 -2.691 2.515 0.141 . -5449 92 1 -22,090 9.894 3.136 162.100 -150.800 4.412 -33.780 0.144 -14.410 6320 1.160 108.900 -91.330 3.702 -19.860 0090 -22 40 9-2 2 -9.252 10.370 -2.855 108800 48490 6.546 -27.390 0.117 -12470 14.300 4.539 151200 -53.860 11.380 -31.350 . 0.145 -12 470 9.2 3 -9252 10.370 -2.855 112s(X 48.59 -5.300 -21390 0.121 -12.470 14.330 4.539 157.000 -53.710 -4.597 31.360 0.149 . -12470 9-2 4 -7.229 10010 6.618 108.700 -]83]0 8826 -30.660 0.158 4.931 125] 3572 79.330 -47.590 ].486 -19.910 0.098 -1670 92 5 -7.230 10.070 6.649 100.300 -]8.290 -0656 -30.670 0.161 4.931 7.257 3.572 74.800 47.550 1.151 -1990 0.100 -7.671 42 6 -2.260 ].217 4.521 59.310 27.040 -3.fi50 -1].990 0.102 -3.340 9.828 -1621 74.440 44.550 -8.540 -26490 165 0 -3 516 9-2 7 -5.533 6%1 12.170 M.980 .87 06309 -12.150 0.169 -3.646 53% ].256 42710 -56.20 1394 -11.380 . 0.106 . -5672 9-2 8 .2.097 5.731 -9.380 21.300 ]2180 -0.525 -7.%0 0.1% -3.539 7.590 .17.000 11.610 128.200 -2832 -5.261 0.173 -1262 92 9 -4.Wli 6.823 4.501 26410 -29.510 6.676 21370 06188 4.137 3.%1 2.676 4.947 .12 1297 30.590 0.141 -4.909 42 10 -4.937 6908 4.%7 16.170 -32.600 0.B 20.ep 0.171 4.168 3.998 2983 -1090 -14.700 -1.699 30.050 0.145 6937 9-2 11 -2084 5.066 -13.350 23.370 133.900 0.323 39940 0.112 -3.B 6.755 -25.450 2140 240.700 4692 82260 0.186 -3 242 9-3 1 -2,912 1678 6.(W) 14.380 44,780 6.253 32.140 0.112 -5.038 4.516 -13.890 2.01] 94.]80 9.211 70.160 0.186 . 4530 9.3 2 -2.913 3818 -6.663 22.990 46.810 2493 32.150 0.114 -5.040 4.518 -13890 19.990 94.850 2.]03 ]0190 0.191 -6.532 9-3 3 -2.916 3680 -il 31.640 44.850 -1.2]] 32.1]0 0.116 -5.042 4.519 -13.880 38010 94.90 -3.822 70.230 0.197 -4.533 43 4 -2.570 3.421 -10.150 58460 6840 3.894 45.820 0.119 6862 4270 -0.640 88.080 13].400 5.702 94.730 0.92 4 004 9-3 5 -2.575 3421 -10.150 71830 68.460 0.565 45.940 06121 4.6&1 6.271 -1.640 114.800 137400 -0.332 96.760 0.208 . -4 005 - 6 -2329 3.1 -11.60 8).11 4].510 -2.512 45.950 0.126 4.917 4.161 -22.]60 144400 103.500 -5.711 94.800 0.214 . 4 246 43 7 -2.231 3.193 -7,118 110.700 51.010 1.]80 35.7fi0 0.125 4.197 4.050 -15600 189.500 104400 2.191 74.550 0 218 . -3471 9-3 8 -2.232 3.194 .7.118 119.900 51.040 -1.101 35.780 0.127 41% 4.052 -15.600 209.800 104.500 -3246 74.580 . 0 20 -3472 9.3 9 -2298 6211 -0.716 1]5.100 1].]50 3483 13450 0.168 -3.488 3891 4.746 211 50 ,0 33.180 3.50724.840 . 0203 -2 %9 83 10 -2.298 6.212 -0315 176.100 17,760 0.510 13.650 0.168 -3489 3092 4.745 21].700 33.210 -1.012 24.850 0.95 . -2 9]0 &3 11 -2.10 2,953 -0.854 166.600 35.180 -2.1]3 11,070 0.128 -4.166 3689 6.851 262.500 -48030 4.766 26.300 0.230 . -3.365 9d 1 -2.511 4.01 9.69 215.]00 IS 40.]30 4.]90 -26.690 02(10 -2724 2.677 5816 197.800 35650 4.305 -24.280 0.187 -2.511 9d 2 -2.511 691 03.90 40.]30 1.551 1.710 0.198 -2.724 2.678 5816 190.300 35850 0]90 -24.290 0187 -2 511 9< 3 .2.511 4.291 9.60 190.8(0 40.750 -1.698 -0.710 0.1% -2.]24 28T) 5.016 182.]00 35660 -2.]3) -24.290 0.18] . -2 511 94 4 -2.120 3.980 18.660 183.000 -92.900 2471 -61.490 0.193 -1.36] 2.558 12.000 105.300 -59.]0 1.589 -09.530 0.124 . -2.126 9d 5 -2.126 - 3.980 18.860 139.800 -92.910 -0.277 61.490 0.189 -1.367 2.559 12.000 89.)50 59.]50 -0.178 -39.530 0.122 -2 11 9.4 6 -2.126 3.680 18660 115.700 -92.970 -2.990 61.510 O.1B5 -1.36] 2.558 12000 76400 -59.)60 -1922 39.560 0.119 . -2.11 9d 7 -1.792 3]10 1.880 67.190 2 -111.000 0.831 -]0.9]0 0.181 -1.152 2.385 14.070 43.200 .71.610 0.534 45620 0.117 -1,]92 9.4 8 3.710 1 2.880 38.830 -111.400 -1485 -70980 0.1]] -1.152 2.385 14.070 24.960 -]1.630 .955 1 -45630 0.114 -1.]92 9d 9 -1.679 3670 14.030 4.002 63.60 1.648 41.)40 0.1]3 -1.]99 2,339 8.162 -14.930 68330 1.3]2 45680 0.175 -1 479 94 10 -1.4]9 3A]0 10030 -22.180 -fi3.d50 -0.281 61.]50 O.1 J0 -1]99 2.339 8.163 -25.500 68.340 -0.956 -45.660 0.1]4 . -1 479 9-4 tl -1.4]9 3470 14.030 60.19 63.6]0 -2.151 41.)60 0 .lfi] -t ]99 2.339 8.183 -35950 68.350 -3.253 45.670 0.172 . -1476 &5 IT 0.857 2.894 -0.094 -27.210 23.530 1 740 8.63] 0.13] -1.692 2.455 -8.304 4].950 29.]40 2259 9654 0.190 -1 190 9-5 2 -0.857 2.894 -0.094 17.000 23.530 0839 8.635 0,135 -1.692 2455 -8.304 -37.240 29.]50 0081 9.656 0191 . 90 96 3 -0.%) 2.894 -0.094 -26,970 23.530 -0.464 8.621 0.133 -1.692 2.455 6.305 -1.500 29.]60 -26102 9.640 0.191 -1 180 45 4 -0.620 1931 6.531 4.393 51.640 0.686 28.080 0.104 -1.433 2.807 -16580 13.440 9].3]0 1.062 52.690 0209 . -0964 3-5 5 -0.620 1.931 6lKil 12.840 51840 -0.113 211m 0.104 -1.433 2807 -18.580 37460 97.390 -0.80] 52490 0.210 -0.964 9-5 6 -1.189 2.651 4.121 32350 41.650 0.504 45.290 0.161 -1458 1.805 -0.842 48.310 SO.fi60 -0407 63.190 0.1 Deign Stop Faces 6.050 109.100 82.]60 0.071 49.540 0216 -0381 95 8 -0.'412 1.0115.785 55.610 65.90 0.38727.690 0.100 -1.154 2.110 -16.050 19.800 82.]90 -1 At6 49.550 0.218 -0]81 45 9 -0.659 2.350 -1.680 89.260 28.850 0.]82 11.310 0.19 3] 2280 -6.902 145.600 2].000 0035 16.260 0.11 0.609 9-5 10 -0.059 2.354 -1.680 91.630 28.050 0.192 1].310 0.130 -0.83] 2.264 -6.942 156.600 2].090 -0.644 16230 O.p3 -0609 &5 11 -0.659 2.354 -1.680 93.590 28.850 -0.39] 1].310 0.129 0.83] 2.284 -6.962 163.500 2].100 -1 1p 18.240 016 -0.609 Al- V Vwfs Front Door NE Lid Design ID Section Max p Ama Mao Max P Venk& B Mi Max T Max P Maz Mas Min I.P. Min Min Min P Mm P Min P Min P Min (Kips) ng ei IKps) 0ipA1 orsion (Mi A Dphm. B Twist (kjP DaA YiOn Shaer AtiN Vplkel geMFn9 Tolson Dphm. Twist (kip DeAeclion 9-1 1 10 810 7 p ) enrll AI (inches) fKipsl (Kips) IKipsl (W, (qp-A) B¢MIn9 AI finahesl 9-t 2 . 20 010 - ].050 -211.600 7 -96.)70 70.110 13.180 0.067 -32.050 6.948 ]9.530 -136.000 -62.19D 45.480 8.4]3 OOa3 1 3 . 21 790 - 3.]80 -1 128.400 ]0 3 -57.270 82.5]0 4.629 0.0]5 -26.850 12.860 -a].a30 -82.5x 0 -36.820 x0.220 29)6 0 048 9-t 4 . Y3 380 - . 20 -38.450 66 ]10 -32,880 12.910 -3.922 0.083 -26240 14.000 d5.2(q -24.]20 -21.000 8.298 -2.521 . 0 053 9-t 5 . 1] 910 . 43.120 -42 8 0 -9.130 -35.500 -12.4>0 0.090 -25.]50 15.030 ]2.500 27.]20 -5.869 -22.820 -8.019 . 0 058 41 6 . 1) 920 . 3 x5.620 ]2 630 -16.8x0 15A20 -5.331 0.098 -14.830 11.510 -2].410 29.330 -10.690 9.911 -3.42] . 0063 41 ] . 15 820 . 86.910 25 94 -1>.590 -12.]20 -5380 0.10) -14.820 11.520 -2]410 62.300 -11.310 -8.1]6 3.461 0069 9-1 8 . 15820 - . 0 91.820 25 9 6.248 16.050 -1.919 0.115 -10.]70 10.170 -16.680 59.030 -x.015 10.320 -1234 0 074 4t 9 13 420 - . x0 123.000 -14 8]0 6.812 ].463 -2.00] 0.122 -10.]60 10.170 -16.6)0 ]9.070 1.3]9 -2.859 -1.290 . 0.0]8 41 10 . 13 420 . 10].300 -id BJO 1 -11.080 1;.480 1.529 0.129 -8.144 8.629 -8.560 88.980 -).131 11.2x0 0.983 0083 41 11 . 15 ]80 25.200 18 3 -11 A30 1.881 1.022 0.135 -8.145 8.628 9.582 BO:d90 -].345 1209 0.65] 0 08) 42 1 . 10 450 - . 60 129.000 1 8 fiB.990 -0.802 3.601 0.140 -3.503 10.130 -10.510 82.920 K.350 -0.516 2.315 . 0 090 42 2 . 14 300 . 05 169.400 1 53 -142.100 5.759 -30.890 0.140 -14410 6.720 1.180 108.900 -91.330 3.]02 -19860 . 0 090 92 3 . 14300 . 9 151.200 1 53 -53.660 11.380 31.350 0.145 -0.016 9.194 -2.918 97.220 -34.490 ).316 -20.150 . 0 093 9-2 d 11 290 . 9 15].000 5 557 53.710 159] 31.360 0.149 6.016 9.194 -2818 100.900 -30.530 -2.955 -20.160 . 0 096 42 5 . 11 280 . 123.400 5 558 1 ->4030 1t.65D -30.98D 0.153 1.931 ).25J 3.5]2 ]8.330 47.590 ].;86 -19.910 . 0.090 42 6 . 11 230 . 16]00 032 -]3.960 1.]90 -30.980 0.158 ].931 ].257 35]2 74.800 4),550 1.151 -19.920 0.100 9.2 ; . 8 393 . 92260 11290 66 410 42.070 ] -5.678 -21.980 0.158 -2.260 ].21] -4.521 59.310 27.040 -3.650 -1].890 0.102 42 8 . 8915 . -14 580 33250 -8 .;50 11 2.;91 -17.670 0.162 1.31.7 S.t62 9.]56 30.740 69.240 -0.289 -8.362 0.134 42 8 6 823 . 4 501 24 10 3.200 -0.816 -t 1.790 0.165 -2.840 5.6;9 -13.880 4.082 104.000 -2.45; -2.)34 O.t37 9.2 10 . 6908 . . 1 867 -29.510 fi978 21.3]0 0.188 -4.13] 3.951 287fi J.9d7 -12.060 3.29] 30.590 O.IdI 9-2 11 ] 880 . 16.170 ])0 -32.800 0.958 20.820 0.17 1 -4.168 3.996 2.983 -10.920 -t 4.]00 -1.699 30.050 O 1d5 43 1 . 5 )22 36.350 -10 360 208.300 0.502 62.130 0.1 )d -2.084 5.066 -13.350 233)0 133.900 0.323 39.940 . O.tt2 93 2 . 5 )23 . 22.330 -10 380 89.660 9.126 49.990 0.1]4 J.O68 3.290 -11.6]0 -2.]68 )9.860 ].12J 59.450 0.1x8 43 3 . 5 725 . 35.;fi0 10 89.710 J.e]] 50.020 O.I]] -x.069 3.291 -11.8)0 12.330 ]9.810 1.8]2 59.4]0 0 153 93 d . - .360 49.210 5 321 15 7 89.;80 -1.986 50,010 0.101 ].070 3.292 -1t 670 2].4)0 ]9.9)0 -339] 59.500 . 0 156 43 5 . 5 322 - . 80 90.940 157 108.400 8.058 ]1.430 0.185 3.804 3.130 -1].250 68.600 11I 600 4x01 ]9420 . O ffi3 43 6 . 5 256 - 90 111.400 106.500 0.8)9 71.460 0.189 3.805 3.131 -1]250 80.9)0 itd.fi00 -0.521 )9450 . 0 168 43 7 . -1 ].]]0 135.500 4 96] 1 73.910 3.90] ]1.480 0.192 -4.008 3.034 -189fi0 115.300 8].680 ].896 ]9480 . O t73 43 8 . 4 988 - 1.0;0 172.100 1 ) ]9.350 2.782 55.830 0.195 -3.453 2.986 -13.220 152.600 B;.x40 1.595 62.630 . 0 1 9-3 8 . 46 - 1.0 0 186.500 ]9.400 -1.]12 55.850 O.t9] -3.454 2.98) -13.220 169.800 8>.d90 -28)9 fi2 650 . O 1B0 43 t0 32 ; 633 -1.365 208.400 22.730 4.039 17.210 0.199 -3.085 2.839 1.358 191000 30.190 3.173 . 22-590 . 0 183 9-3 It . 4 593 -1.364 211.200 22,)50 0.19fi 1].210 0.199 :3.086 2.840 1355 19fi.6(q 30.210 -0.824 22.600 . O t85 9J t . 4 291 -5.995 228.100 -50.]30 -3.380 1].220 0.200 3445 2.704 -8.572 213.700 -3fi.300 -4042 22 fi10 . 0 18] 44 2 . 1 291 9.620 215.700 9 6 10.71 1.)80 .26.690 0.200 27_ 2.677 51816 197.800 -35.650 ;.305 -2x.280 . 0 187 91 3 . 4 291 . 20 2 32 2 9 6 40.]30 H 1.551 -28.]10 Fl. -2,)24 26)6 6616 190.300 -35.fi50 0.;90 24.290 . tB] O 81 4 . 3.980 , . 20 100.800 18.660 tfi3.800 . 92.900 -1.898 -26.710 2.4]1 Et A90 0.196 O.t93 -2.>2d -2.d 3 2.6;] 2.533 S.et6 182.700 14.180 1vt 9nn 35.660 .m mn -2.73] ~n.o -24.290 ~~aM . 0.18] Da gn Sim Faces N~50 V0'. F- D NE Lb Design Design S,Hp Faces N~,sl Vail', Front Door NE W Design AW V I.P. Max V Mar V pm, v V Alex V Mar V Mar V ABn V I. M'm V Alin v Alin V Alin V Min V Min V M. v Max I ID I I Secti. Shear -W V.ical B ftg Tarsi. Dphm. T,0. (Y'P DeBxtion Shea Anal ValicA Se din Tani. Dphm. T.W I D.0-i. . . Shear (Kips) (Kips) Mi.) (NIt) INRM B4 nl (1- (Kips) IKlpsl (Kips) (wi,R) lw6 .l Belli n) Onchas) (Klpa) 96 96 t 2 -1.117 -0 446 2436 2 6. 10.550 5 203 172.200 116 000 -139.50 -12 83 0 1 .606 0 4.802 0.220 -0.495 1.580 6.410 ]].090 -55.010 0240 1.661 0.103 -0.771 % % 3 d . -0.ad6 -0 366 . 2.559 2fi]4 . 5203 12 940 . 109.200 126 300 . -12.840 ] 0.305 -0.22] -8.494 -8.4% 0.180 0.159 -0.514 -0.514 2.104 2.104 2938 2.936 139.000 135.200 -26.500 -26.510 -0.096 -0.757 -1].]60 -17.]60 0-185 0.186 -0.610 -0.610 % 5 . -0.368 2674 . 12960 . 109.600 - 9.020 -79.030 0.117 49.300 -0.353 -49.310 0220 0.219 -0.194 -0.194 1.592 1 592 ].460 ] 660 57.280 4]630 -33.410 -33 420 0.310 0961 -21.190 21 190 0.101 -0366 a6 8 -0.366 2.674 .01 92.930 -79.060 -0.820 -69310 0.218 -0.196 . 1.592 . 7.460 38.010 . -33630 - . -(I-1 -21 190 0.100 0 099 -0.366 -0 366 % % 7 8 -0.14] -0 147 2.137 2 737 15.020 15020 36.660 17 260 -90.240 -0.192 -49.650 0.218 -0.114 1.559 8.361 12.92(1 -40.550 . O.t56 -22.620 . 0.099 . -0.147 % 9-6 9 10 . -004] -0 04] . 2392 2 392 4.471 4 471 . -31.220 7 -60.260 -13.3]0 -0.377 0.240 -49.650 -2.929 0.218 0.152 14 0.101 1.559 2M 8.351 2.]39 2.118 -24.630 -60.560 -16.5]0 0.011 -0.315 -22.620 -2776 0.098 0.188 -0.147 0991 % &7 11 1 . -0.171 -0 090 . 2.373 2908 . 6.534 22 -3 .000 3].110 .13.380 - 118.800 0.183 0.228 -2.026 5.185 0.152 0.152 0.101 -0.110 2.307 1.525 2.739 -28.170 1.200 -30.290 -16.580 -7].010 0.212 0.166 -2.7]2 3.333 0.188 0.098 0.091 -0.107 9-1 2 . 0.061 1.190 .690 050 -16.240 -95.300 1 69040 -0 5. 0.039 38 910 32590 0.222 0,099 -0.105 0.352 1526 2 830 11.050 .0 -16 260 -1] fi]0 -82.850 105 100 0.162 -0442 1].490 71 820 0.098 0 WB 9-] 3 0.061 1090 6.698 6.265 19.050 0.132 32.580 0.100 0.352 . 2.830 . . -16.260 6.541 . 105.200 0..6 . ]1820 .226 0230 0.352 0352 9-7 9-] a 5 0.105 0 105 loos 1005 -12.100 29.580 12 100 80..0 53.100 0.102 0680 2747 -27.530 83.150 174.300 -1022 117.500 0.235 0490 9-] &7 6 ] . 0.085 0 095 1 : - . 47.590 86380 1102 o 80.060 11.6]0 -0.047 53.090 .4.379 49.860 0.100 0.106 0.490 0.162 2.717 -27.530 126.100 2.617-24.810 2(19.300 174.300 159.500 -0.289 -1.580 147.500 112.200 0.240 0.244 0490 0062 9-] B . OOtd . 1. 12 1 - .500 -134.500 R l Jt 660 44.920 -0.251 41"A 48850 1 31.310 0.107 0.10] 0462 2 2.81] -21.810 2162()0 240 318 600 2 -14 159.600 103 600 -0890 -1 Bfid 112200 72 150 026] 0 249 O.dfi2 9-] 9 0.016 1.182 6.156 143.]00 44.930 -0.664 31.300 0.10] 0.310 2.466 . . -14.240 340.000 . 103.400 . -1 101 . 72 740 . 0218 0.310 0310 9-] 10 0085 2.2]2 0.506 398.]00 31.550 -1.843 1].160 0.246 -0.099 1.049 0.168 188.600 12.330 . -0 465 . 6140 0 106 0085 9-I 11 0.085 2212 0.505 397.900 31.560 -1.715 1].150 0.238 -()MI) 1.019 0.168 168.300 12.330 . -0.596 11 6 137 11 . 0 102 008 5 9-e 1 0.085 22]2 0.505 39].900 31.530 -1.]13 1].180 0.238 -0.089 1.049 0.188 168300 12.320 -0. . 6 139 . 0 102 0 085 96 2 0.085 2.272 0.505 397.200 31.530 -1.590 1].150 0231 -0.089 1049 0.188 168.100 12.320 -0.]20 . 8 135 . 0099 . 0 085 98 96 3 4 -0.176 -0 178 2.031 2 038 18.010 421000 19 010 395 9 42.120 -1.731 42060 0216 -0.208 0.908 7.548 111.800 -20.210 -0.578 . -20.2]0 0.093 . -0.1]8 % 5 . -0.501 . 1.791 . . 00 38.310 411.600 12.160 -107.900 -1.981 -1.552 -42680 -%.800 0.203 0.185 -0.208 -0319 0.909 0775 ].569 167.100 16 010 1]3 000 -20.280 -48 990 -0.872 -0471 -20.280 -41 060 0.08] 0 079 -01178 4B 6 -0.501 1.]91 38310 35].200 -108.000 -2.2541 -96.810 0.163 -0.349 0.IJ5 . . 18.010 150.300 . 49 010 -0963 . -64 050 . 0 0]0 -0.501 .4 501 48 % 7 8 -0.849 -0 849 1.131 1 434 62.250 353.300 62 250 75 -156.000 -0.862 -138.)00 0.140 -0.531 0808 25910 152.100 . -69.820 -0.165 . -62.250 . 0060 . -0.969 48 , . 0949 . . 2 .300 -158.100 -2.300 -138.]00 0.111 -0.531 0.608 25900 115.500 -69.860 -0965 62260 0.06] -0.909 9-B 5 1 - 10 34 62.250 187.300 -156.200 1.840 -136.800 0.083 -0.531 0608 25.900 78.870 69.900 -1595 -622]0 0.035 -0.949 9 8 1 -1.114 0.6 38 91.000 140.200 -1]6.200 -0.728 -153.700 0.051 -0.574 0269 3]]50 58.660 -78.650 -0.256 -611.630 0022 -1.110 - 10. 11 -1.116 0.638 91000 11.560 -1]6,300 -2.303 -153.800 0.019 -0.570 0.269 3].]50 5.278 -]8)00 -1.06] -68.610 OOOB -1 116 1 1a1 1 4,11731 ].308 -1d 850 69.880 -13.820 -12.810 -16560 0009 13.530 -13,]00 260 -190.500 -3].630 13350 -42630 0.016 . >_753 2 0.15 -9.924 23.960 -83.E60 -41.740 0.3]0 -20.600 O.Ot1 5.660 080 45510 -1]1.100 -]].380 -24.610 170 0.020 0 157 lot 3 0.413 6.982 -26030 -53 040 69090 -3.893 -24.390 0.013 3489 -t 4.500 -51.0]0 -115.000 -98090 -25.290 -51.230 0 024 . 0 413 10.1 d 0413 -8983 -26430 -200 .34 -48.590 -3555 -24.210 0.015 3.468 -Id.500 -51080 -St.790 -98.120 -21.280 -56.880 . 0028 . 0 413 10-1 1a1 5 O.d09 -8.9]3 -5.]56 -8.023 -88.180 10 41620 0.01] 3.667 -14.500 -10250 -28.810 -194,400 -1].190 -95.500 0.031 . 0009 161 8 7 1.233 1919 -8.373 -13020 6.679 4.467 3 421 1o 100 -98.860 1 4.624 42.310 0.020 3.2]9 -14.260 -12.530 -1.338 -221.100 -14.200 -%.940 0.041 1.233 tat 8 1.886 6.908 . . -3.876 l - 51.200 67.820 -4.958 -14.870 0036 2.86] 11090 1.291 2.298 -185.900 -9.233 -95.K0 5 900 0040 0 055 1.231 1886 g 35 6.986 -]].820 0 . 0.]00 . 0 053 1 885 5.337 0 -134 -80.180 0 550 . 0033 . 1 830 TW9 ].069 0 -267.W0 -11.810 -121;7 1].200 0016 1.983 -5816 4.336 26290 -1ta500 26 114, -7.2101 -50.250 0.035 . 1993 Design Strip Farces jyj~SZ Veil 'e Pant Door NE Lid Design Design Strip Forces D S Max P Max Max Max - I, Max MY[ P Mn I.P . Aen p Min Mn p Min Min P Min p Min P ectim K Kl Ven I Bentirlg T"""' DChm. Twist (WP DeAeclian Sheer hv'el Vertical Bmdng Tarsi. Dphrl, Twig (k0' Denec 96 ( lxl (Kiln) (15P81 I16P8) Bmffn 61 )inches) (K-1 (Kill KIW (I6P6) (16P8) Bmd,.9 8) !inches) P6 1 2.457 9.97) 119.900 -85.580 0.3]3 2.272 0.161 -0495 1.58 0 6.414 T7.090 -5a 010 0260 1461 0 103 96 2 2653 6.051 163.900 -29.250 4022 -19.790 0.220 4).287 1.60 5 3.345 74.550 - -8.24fi 0222 6.103 . 0 103 96 3 2.653 2.051 158.600 -29.260 -0.806 -19.]90 0.220 -0.28] 1.61 5 3.3x5 70230 -5.251 -0.146 6 101 . 0 102 9-fi 4 5 2676 12.940 1%.300 -]9 .020 0.11] -09.300 0.220 -0.194 1.58 2 7.480 57.280 -37.610 0.310 . -21.1% . -1 11 46 6 2.674 12.940 109.600 -79030 -0.353 -19.310 0.218 90 1.59 2 )660 4).630 -33620 0.%t -21.190 0.100 9-8 ) 2.6]6 12.940 92.930 -]9.060 -0.820 49.310 0.218 -0.184 1.59 2 )460 38.010 -33.630 -0.185 -21.190 0.099 96 B 2.737 2 ] 7 15.020 35.860 -90.220 -0.192 J985D 0.218 -0.116 1.559 0.361 12.920 40.550 0.156 -22.620 0.093 96 9 . 3 15.020 17,260 -90.260 -0.3]7 -69.850 0.218 -0.114 1.559 8361 2.116 40.560 O.Ott -22.620 0 09!1 9-6 t0 2.820 3.697 -31.330 -19.660 -0.296 -3601 0.218 -0.030 1.53] 2.8]4 -20.0]0 -8.599 0.154 -1.883 . 0 098 96 2.820 369) -36.100 -19.640 -0.172 3.358 0.220 -0.030 1.538 2.8)6 -23.]90 6.603 0.11] -1 881 . 00% 4] 11 1 290] 2909 5.927 22 690 69.500 59 050 -181.000 -0.532 7.801 0222 10 1.525 6200 -30.2% -]]_010 O.t46 . 3.333 o. % 9-7 2 2 830 . - . -185.300 -0.539 38940 0.222 -0.105 1.52fi 11.050 -30,$40 -82850 0.162 1]490 0.088 3 . -18.260 -17.670 105.100 -0.442 71.820 0.226 0.%1 1.d% 6.698 -18.240 49040 0.039 32.5% 0099 9] d 2830 -16.260 6.541 105200 0.086 ]1.820 0.230 0.081 t.d% 6.698 6.265 69.050 O.t32 32.590 0 100 47 5 2.167 -27.530 83.150 150.300 -1. 022 117.500 0.235 0.105 1.005 -12.100 29.560 80.040 -0.169 53.100 . 0 102 9-7 6 2.765 -27.530 124.100 174.300 -.289 117.500 0.240 0.105 1405 -12.100 4].590 x.080 -0.011 53.080 . -0.104 &7 J 2.61] -24.810 208.300 158.500 -1.580 112.200 0.246 0.085 1.299 -10.660 86.380 ]1.6]0 -03]9 49.860 O1% ] 9 2.617 -26.810 266.200 159.600 -0.890 112.200 0.24] 0.085 1.299 -10.860 102.500 ]1880 -0.251 49 850 0 10] - 9-7 8 2.d% -12.240 318.800 103.400 -1.864 72.750 0.209 0014 1.182 6.156 131.500 26.920 -0486 . 31.310 . tO) O S-5 8 t 2486 -14.220 340.000 103.000 -1.401 72.740 0.248 0.016 1.182 6.156 163.7% M.930 -0.064 31.300 . 0 10] P] 0 1 2.2]2 0.506 398.]00 31.550 -1.843 17.160 0.246 -0.069 1.049 0.168 168.600 12.3-- 5 6.140 . 0 1% 38 t 2.2]2 0.505 39].900 31.560 -15 .71 1].150 0.238 -0.089 1.049 0.188 166.300 12.330 -OS% b.t3) . 0 102 96 1 2.2]2 0.505 397.900 31.530 -1.)13 17.160 0.238 -089 1049 0.168 168.300 12.320 -0.5% 6.139 . t02 0 48 2 2.2]2 0.505 39].200 31.530 -1.580 1].150 0.231 -0.089 1.069 0.168 168.100 12320 -0.]20 6.135 . 0 099 9-e 3 2.03] 18.010 221.400 120 -1.731 -42460 0.218 -0.208 0.808 1.548 17].800 -20,2)0 -05]8 -20 270 . 0 093 96 d 2.038 18.0 395. 10 800 4 -4 1 2.60 -1981 62.480 0203 -0.208 0.809 7.518 167.100 -20.2&3 -0.872 . -20.280 . 0 06] &B 5 1.]91 38.310 011400 -10].900 -1.552 -%.800 0.16$ -.349 0.]75 16.010 173.000 69.990 -0.471 ad 020 . 0 0]9 98 6 1.]91 38.310 357.200 -108.000 -2.258 -%.810 0183 -0.349 0.775 18.010 150.300 69010 -0.963 . -44.050 . 00]0 96 ] 1.039 62.250 363.300 -156.000 -0.982 -136.]00 0.140 -0.531 0606 25.910 152.100 69.820 -0.195 62250 0060 98 B 1.430 82.250 2]5.300 -156.100 -2.300 -130.)00 0.111 -.531 0.808 25.900 115.500 -69.860 -.945 62 260 0 007 9 8 9 1434 82250 18].300 -155.200 -.610 -138.800 0083 -.531 0.808 25.%0 ]8.870 -69.90D -t 695 . -62 270 . 0 035 - 96 10 0638 91.000 120200 -1]6.200 -0.]28 -153)00 0051 )2 11 0.289 37.]50 58.6x0 -78.650 -0.2% . 68.630 . 0022 101 11 1 0838 -7 306 91.000 -10 650 11.560 89 880 -1]6.300 -2.303 -153.600 0.019 76 0.269 35.150 5.2]8 -]8.]00 -1.06] 68.640 0.008 10.1 2 . -9 922 . 9 2 - . _13.820 -12.810 -16.560 0.009 13.530 -13.100 72.260 -190.500 -3].830 _3.350 42.630 0.016 tbt 3 . - 3. 20 -83.880 61.)20 0.3]0 -20.600 0011 5.680 .16.060 -45.510 -1]).]00 -]7.380 -24.640 -50.170 0020 tPl 4 -8.982 -28.130 -53.010 69.090 -3.893 -24.390 0.013 3.169 -14.500 -51070 -115000 -99.090 -25290 -5)230 024 0 10 1 6.983 -26.730 -20.300 _8.590 -3555 -24.210 0.015 3.488 -14.500 51080 -51.]%%.120 -21.280 %880 . 0 028 - tb1 5 -8.9]3 - -8.023 -68.160 3.210 _1.620 OOt] 3467 -12.500 -10250 -26.810 -194400 -1].190 -95.500 . 0 032 10.1 6 8353 (1 6 .6)9 6.487 -%.BfiO 6626 62310 0.020 3.2]9 -14.280 -12.530 -1.338 -221.100 14.200 -%940 . 0.1 1b1 7 -8.3]3 2.199 6.879 -9].190 -3.16] -68.130 0023 3.2]8 -14,280 2,02411 4.591 -216.300 -10.300 111.500 0 008 10.1 8 6.908 -3.8)8 1].2% 67.9211 -).BB7 49.760 0.027 3.479 -12.320 -10.130 33.040 208.500 -t 5.190 -115 900 . 0055 10.1 9 fi.990 3.235 19.640 -8).090 -5.]]8 -50.030 0.030 3.4]4 -12.300 4.091 41.130 -20].200 . -11.280 -117400 0%2 1P1 t0 1 -6806 3431 IS.J10 -%.12D _.050 -51.550 0.033 3.360 -12.150 4.633 35.780 205200 -].98) -120.800 0089 1b2 1 -5.616 2.331 26.290 -114.500 -]210 -50250 0.035 3.208 -10.500 7069 63.970 -28)000 -11.810 -117.200 0076 tP2 1 2 -5.615 -5 598 0.309 0 346 27.030 -69.7% 6 -5.159 -66.410 0.035 3.250 -10.520 -0.831 65.750 -166.200 -12]70 -10]600 0.076 1P2 3 . 6 63 . 2 .500 69.620 -5.)74 67.030 0.038 3229 -10.280 -0.]28 fi6A60 -165600 -9.]49 -109.000 0.082 1b2 . 0 1.)35 41.520 -88.550 -6.382 . 0.041 2.626 -9.155 3461 102.)00 -228.200 13.020 -108.300 0 088 t0 2 4 4.568 -0.t% 41.320 -58.310 -0.451 . 37.650 - 3] 0.043 2.820 -9.083 -0885 102.900 -131200 -10.260 64.5]0 . 0 096 - 10.2 5 6.535 -0.222 41.300 -5].]90 6.5]3 -38.030 0.045 2.801 -6.998 -0.936 103400 -130.000 -7.633 -85.410 . 0 098 102 6 7 -3.)00 2.8]3 50.520 65440 6.993 -32.180 006] -M 2.20] -].842 8.812 124.500 -190.900 -11.060 -71,630 . 0.102 10.2 3.]35 -1.203 53.670 -35460 -5.156 -22.M0 U 2.285 -].940 -2220 131.500 -71.500 -8.327 -46.)80 0 104 1P B -3.339 0.853 51.050 48.850 -5.395 -22.22(1 0.019 1.856 -7.255 2.761 124.000 -101200 -9.444 -46430 . 0 1% 2 1P2 9 -3.158 -0.752 62.050 -1.562 -4.856 -3.540 0.049 1.854 -].223 0.366 168.900 13.130 -].620 -1.238 . 107 0 10.2 10 11 3.136 -2.6139 62.670 -1469 0.4% 82.040 43.550 q.%7 -3.539 0.019 1841 -).178 0369 147600 12.910 6.001 -1.266 .10] 0. NC-55 V.W. Fmm Don NE Ld Design OeSgn Strip Faces MezM M M m M m MazM Mesh t-. MexM Min MI. MnM Minh Minh Minh Minh -M Minh ID 5.1041 I 1 .P.SI,- "W V.icJ Bendng Torsion Dphm. Twi5110iP Dd.m Shear "W VWical Belling Tcl m Dphm. TMV(id, De))))ath. 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(Klps) IMiPA) ( IItip , A cllesl 163 2 . . . -2.800 -3 529 80 0- 38]50 38 )6D 6.610 521 0.030 0.062 1.390 -].pt 1.053 153.600 86.350 6.737 45.210 0.099 10-3 3 . . -2.8% -3.529 % StO . 39 1]0 - ) -3 18] 20350 0.060 1.391 -].pl 1.052 152.)00 96230 S.BtB d5 T70 0.096 163 6 . -2.)13 -2.090 86.560 . 8] 320 . 0.680 5 323 45 150 0058 1.390 -]201 1.052 151.000 86.100 4.893 46330 0.093 163 5 -2.313 -2.090 882- . 9) 560 . 4 109 . 1 0.057 1.232 -6.986 0)n 145.500 1]9.300 5.353 Bfi.510 0095 103 6 -1.928 O 75B 102200 . 50 950 . 5 1 5.8- 0.055 1232 -6.986 3.127 140.800 1]8.900 -4.696 87.460 0.083 10-3 ] . -1929 3 640 9]310 . tb 800 - . 3) 15.330 0.052 13013 -6.899 9.3]0 133.500 130.500 4.329 88200 0.0]8 10-3 8 . -1.929 3 839 92 630 114600 3.0% 68,410 0.018 1306 -6.888 9.092 121.900 255.100 3.1]5 119.400 0.0)1 10.3 9 . . -165] 13250 85 890 01 500 -2.85) ] 2 69.010 0.044 1306 -6.890 9.091 110.400 2%.000 -2.821 120.500 0.064 103 10 , . -1.65) 13250 89 080 200 000 - ]3 . -1 185 91210 0.039 1.671 -0.880 18.990 %2BD 31].600 -1.x08 146.100 0.05] 10.3 11 . . -1824 16.)10 80.580 2%.]00 . 1 903 85340 )9 4]0 0.030 0 028 1.6)1 -6.880 18.990 ]0.180 315.000 -0.171 138.000 0.48 11.1 1 39.080 13.80 26.980 . -.b0 40.500 . -11 180 . 0 0]8 2.111 -0 705 -].508 2d 030 53.520 323.500 5.61) 129.900 0.040 11-1 2 2].]30 122]0 %.700 46.18(1 18 10 . 113 . O OT/ . 14 19.680 9.004 -10.1)0 40.800 -2520 6.158 0063 11-1 3 2)380 18280 dt.%0 . -%.020 3].060 . -5 812 . 0 076 .6)0 14 430 15.950 12.650 14240 1 -34.410 1J.%0 -0293 0.0 62 11-1 d 26.610 34.500 2].%0 15]5 520 51. . -5311 . 0 0]5 . 839) 5.1- 1].6)0 1390 154 -24.070 29.680 2.593 O.O2 11.1 5 26.b0 %.b0 -)8- 1.68] fi23- 4 19] . 0 074 0260 60 31.980 -12.800 13.8]0 3)300 367] 0061 11-1 6 16.840 ]]A80 16.590 -13.500 10.930 . 14 110 . 0 0)3 -0 021 15300 31.8]0 -45200 1 16.]40 43.]90 5.029 0.061 1t-t ) 1].510 80.%0 61050 4.016 18650 . 18 580 . O OJt . -0280 0.500 89.860 -21.480 1.Bfi5 14.90 21.910 0.060 11-1 8 1).)60 B1.d10 152.900 2.n5 21.6]0 . p %0 . 0 0]0 -0241 11.110 ]2.)30 -98.030 12.810 1).89D 29.230 0.060 tt-1 9 14,860 154.500 -222.900 .50.50 11230 . 39 090 . 0 069 11310 )3.210 -1)5.]00 19250 1].620 33,550 0.059 11-1 11 1 10 14.8]0 158.000 -390.800 -25.]30 11.410 . 42.080 . 0.069 O.S6t 0382 9.819 99330 -143.300 9.562 101 600 -2d)2(q -32.080 -16540 ].219 25.130 0.%1 - tt-2 11 1 14.900 158.100 -%9.800 11.480 -188300 -566 000 -132)0 89 520 11.180 45.030 6038 0.068 0001 . 9.581 101800 -353.d0D 3.528 1331 2).060 ].18] 28990 0.044 O.Od4 tt-2 2 . , 1tA60 -188200 -332300 100200 5 895 38.030 38 610 0.0]3 0086 -2.01 6.97) -182300 -546.600 112.000 1.59) 4].550 0.089 11-2 3 1160 -188.000 -99.00 108.900 . 5332 . 38 )90 0 098 -2208 fi.955 -182.100 -320.500 116.800 4.966 d).fip 00% 11-2 d 8.9% -10].800 -10.90 64.150 2 981 . 38 150 . 0 113 -2210 2 6.9)3 -181.900 -%.JBO 121300 2330 4].800 0088 11-2 5 8911 -10].600 fn.zpo 66450 . 2 191 . 39 530 . . 0 126 - .054 2 0 6 5301 -108.000 -5.900 ]5380 32]9 62.850 0.1 t3 11-2 8 ).167 -52290 1)8.]00 39.490 . 1390 . 30 0]0 . 138 0 - . 5 5286 -108200 127.900 1).6- 0819 43.190 0.128 11.2 ) 7.149 -52.1)0 212.800 40.%0 0.)30 . 30240 . O ldB -1.816 -1 816 0%2 -S6.b0 195.800 4 41.510 2.632 28.010 0.102 11-2 8 ).131 -52.050 308,600 41.590 0.05) 30 Gap . 0 157 . -1 815 .033 96390 255.100 d 0 02.6- 0456 28200 0.152 11.2 9 5.)56 -t t.t JO 309200 25.180 0.100 19.1)0 . 0 162 . -1 609 . - -56.1]0 30.900 3 080 03)- -1 In 28390 0.163 11-2 10 5.]42 -11.140 Jn200 25330 -0661 19 160 . 0 185 . -1 60] . -15.550 329.)00 3 0 11.820 0.651 8.]33 0.1)0 11-2 1t 5.]28 -t 1.1 t0 335.100 25.190 -1.028 . 19 150 . 168 0 . -1 fiG8 . 53 -15.510 348.000 3 12.120 -1283 B.19B O.tJ3 tt-3 1 4.)92 24660 30].100 10830 -03)9 . )25) . O 18B . -1 081 . -15.4)0 366.100 2358 12610 -3.210 8.830 0.1)] 11.3 2 4.1n 21660 31)200 10.000 -0.812 7 1)3 . 164 0 . 1 481 n.8- 3)].800 -16.8)0 1.001 -11.9)0 O.t J] 113 3 1.)92 24.480 286.800 10.150 -1 306 . 7 t t0 . 0 1fi0 - . 1 G 2359 n.e30 %9.)00 -1]200 -0.794 -12.010 0.1]4 113 d 3960 62.)90 2]4.800 -t0AJ0 . -0 ]51 . 6 118 . 0 150 - Bt 1 bn 2359 n.830 n1.000 -1].BOD -2594 -12.020 0.1)1 tt-3 5 3.960 62.]90 19).100 -11350 . -12% . -8254 . 0 144 1 1.)89 BS.B20 309.800 -4).540 0028 -32310 0.165 t)-3 6 3.960 62.]90 119600 -12210 -1 658 6380 . 0 135 - 4n 1.]89 65.90 n8.100 48.470 -1.]06 -32390 0.155 tl-3 ] 3318 112.900 SB.fi30 -05.933 . -0 912 -1JA30 . 0 123 -1.4n 1.]89 85.820 146.500 -49.3]0 3642 -32.480 .6 14 0 113 B 3318 112.900 -81.030 4] 510 . -1 GSB -1) 610 . 0 11 -1.4W 1369 122.fi00 ]9.)40 -89.fit0 -0.695 48.010 0 .133 tt-3 B 2.861 152.800 -110.500 . BS t00 -0 838 . -10 900 . 0 -1650 1389 1n.800 -]1940 91340 -2.670 48.170 0.119 117 10 2.%3 152.900 -329.]00 . -8]2]0 . -0 960 . -11 020 0.0]9 DOJO -1.836 1 1.086 228900 -186.800 - 178.500 0266 -54.580 0.11] tt-3 11 2.863 152.900 -518.900 -89.110 . -t 281 . -11 130 0 061 - .836 1.086 n8.900 4)0000 - 181.800 -1991 54.660 0.1% ltd 1 3.111 -1 T/.OOp -663.600 88 980 -1 035 . -9 588 . 00] -1.836 1.086 228900 -)53300 - 185.000 4248 -54.]00 0091 114 2 3.110 -17].000 -020600 . 88 560 . -1 115 . -9 608 2 -0.815 1.516 -t%.100 -890.]00 60.180 q6J] -39.190 08]9 114 3 3.110 -tTI.000 p6600 . 88 150 . -1 196 . -9 604 O.OIfi -0.915 1.506 -1%.100 450.600 59.]30 -1.813 -39.250 0004 114 d 2895 -102.500 -111.900 . 32.080 . -0 483 . -2 n] 0.081 0 08] -0.915 1 1.%6 -t%.100 -210300 59280 -2.949 -39.300 O.OB9 114 5 2.8% -102.500 -15.100 31810 . -0 833 . -2215 . - 059 1.182 -110.400 -110.400 -1.121 -0.605 -29.080 0.097 tt4 6 2.]80 -50.%0 24310 12.850 . 0.020 0.112 0.095 0.101 -1.059 -1.014 1.482 -110400 -3.819 1 507 -56 6)0 40390 -1314 -1.918 -29.140 0.105 114 114 J 8 2.]80 -54.640 91.%0 2180 -Sa 840 159 500 . 12.]50 12 620 -0306 -0 )96 0.0% 0 0.101 -1.014 . . 1.50) -56.670 110.500 - -18.)00 18.850 0300 -23.TI0 0.919 -23.810 0.112 0.118 lt4 9 . 2.)00 -19350 159.500 . ]488 . -0.053 .054 1.616 0.113 0.116 -1 Otd -0.815 1.507 -56.6]0 180.700 - 1 55fi -1) 400 180)00 18990 19 60 -2.1]7 -23850 O.t24 114 11.4 t0 11 2.)00 -19350 183.400 2.)00 -19350 -1300 ] 7 .445 394 -033] .n apt 1804 ~coc 0.119 -0.815 . . - 1.556 -11140 202 - 300 . 0 18 .]20 -0.172 -19.100 -19.120 0.12] 0.129 Vyl's F- Door • • 6 Sb NE Lid Dg, 10 Seclim Ms6M I.P. SO4vr MaxM q'y MexM Vplicy MerM B rAi MezM T MszM MazM MfixM MinMl. MnM Minh htinM Minh Minh M M i !Kips) (Kips) (Kips) e n9 14DA1 prsim Iiu AI in. B Twig (IUP DeASClian Shsaz A'y V441iG1 Be6~n Tdsim m. n Twi Y'P nh M DeAecl 1t-5 1 -0.599 2.106 20 360 26] 000 P 16 mtli AI finc0as) IKips) Mips) (Kipsl. fuo-Al (Y'pAl tl A' g' tt-5 2 -0.5% 2.106 . 20.360 . 241 900 - x60 -18 410 -0.06J -15.310 -0811 0,15) -0.055 1.656 8.019 t30.a00 2.108 -0.118 1 060 0 077 1t-5 3 -0.589 2.106 20.3fi0 . 216.]00 . -18 3]0 -15.310 -1 SSJ -15 30 0.156 -0055 1.656 8.020 120.500 2.12] -0.190 . 1.064 , 0.0)6 11-5 d -0.d6] 2.081 61400 211.900 . -28.060 . -0 ]65 . 0 -15 7•/0 0.151 0 166 -0055 t.fi% 8.019 110800 2.166 -0.262 1.068 00]5 11-5 5 -0.d6) 2061 6].400 128.500 -2)900 . -1.348 . -15 ]50 . 0 139 -002] -0 0 J 1.568 31.120 108.700 -5.535 -0.313 -1.180 0.072 It-5 11 5 6 -0.042 2.440 68.410 49.230 -6.388 -0.603 . -1.]91 . 0 101 . 2 -0 02J 1Sfie 1 31.120 )0.180 3.462 -0.351 -1.16] 0.069 - 11-5 ] -0.063 2.28] )8.380 239] -2).830 -0.159 3.325 . 0.07] . -0 563 .568 1 693 31.120 1 31.650 -5.392 0.388 -1.151 O.O 35 t1-5 8 -0.068 1.5x6 82650 -P.550 -22.940 -0.406 -3.534 0.056 . -0 508 . 2 139 21.600 13 0 -22.450 -54.160 -1.023 -16.050 0.113 11.5 9 .0202 1.608 110.200 -128]00 -59.080 -0.081 0.018 0 051 . -0 818 . 2389 1. 00 -182.900 -56.700 -t.fi26 -15.8)0 0.113 10 -0.202 1.6% 110200 -285.000 -58.800 -0.315 0.034 . 0 048 . -0 816 22].800 .268.900 -123.000 -0.339 -3x19 O.t04 t -5 1 t 0.202 .606 10.200 Ot.300 58,540 0.568 .051 . 0 045 . -0818 2.389 2 22].900 -5)1.000 122.900 -1.358 -3.388 0 099 . 13 113 1 0.391 1.347 -119.200 401300 8].900 4.592 10.280 . Oa) O 0 80] .389 22].900 1 )8 .853.000 .122.300 -2.3]8 -3.353 0083 2 0'391 1.347 -119200 -23).000 69.340 018 4 10.350 . 0 055 . 0 808 . 2 1 -268.900 -665.]00 141.800 -2.128 21.3]0 0.098 143 11 3 0691 1:336 -]1.160 -124.600 38.320 -0.435 19.350 . 0 063 . 0 923 .]82 -248.900 1 -510.200 144.fi00 -0.953 21.570 0.116 -6 11 4 O.a9t 1.334 .)1.160 -22.900 40.1% 0.284 19460 . 0073 . 0 823 .895 -152.800 1 -2]6.100 BB.000 -1638 x4.6]0 O.t34 3 5 0.923 1.695 -152.600 180.500 91.750 1.208 40 950 0 1]8 . 0491 .895 -152.800 -57.7]0 89880 -0.096 e4.)10 0.158 11-6 6 1.160 1.73] -93660 207600 7-/.810 -0.T)0 . %.780 . 0 197 0 632 1334 -]1.180 ]8]60 41.0]0 1.002 19.580 0.083 113 113 ] 1.168 1.73) -93.460 341.100 76.720 0.920 56.860 . 0.216 . 0 632 1.1]5 1 1]5 60980 60 %340 30.fid0 -0.113 23.360 0.091 113 8 1.20] 1.386 -52.6% 3)9.]00 ]56]0 -1.Ja0 61200 0.230 . 0 650 . 0 918 .860 21 156.900 31.130 0.803 23.600 0.099 113 9 1.207 1.386 -52.690 454,9(10 ]6.310 0.002 61.1)0 0 40 2 . O fi50 . - .280 0 919 1]2.200 26.380 -0.6fi3 23.060 0.105 10 1.003 1033 -20.180 490.100 ]1.300 -2.1)2 fi0.010 . 0 248 . 0 533 . -21.290 202800 26.640 0.27) 0,277 23.859 0.108 11-6 1f-J 1t 1 1003 1.033 -20.180 518900 71.550 -0.]26 59.900 . 0.24] . 0.533 0.666 O fi86 -].5% 5% 216.200 25.090 22340 0.112 11.7 2 100a 1 004 1.033 -20.180 519.000 )1.x10 -0.726 59.830 0.247 0.. .1 . 0 666 . 5% 22].000 221000 25.180 -0.155 22.300 0.111 11-7 3 . 1.033 -20.170 54]300 ]1.850 0.701 59]20 0.246 0.533 . 0886 . -7 595 2317 25.120 -0.155 22.2)0 0.111 11] O.JIS 0.75] 8.912 536.x00 63810 -0.929 55.020 0.23fi 0 361 O d63 . 4 56 00 25.210 0.605 22.230 0.110 4 0.]15 0.]5) 8.912 523,700 63.)00 0.088 $4.880 0.22a . . . 9 232.500 21.6)0 21 -0.303 19.300 O.tpS Design so Forc. Vail 's Flom Docr Alf, NE Lq Design ID Section Shear Max V Ma' 1Anx V Max V Veelicel Bendn Max V Tor i Max V Max V Max V ANn V I.. A8n V Ktin V Min V Min V Mn V n V M n V M (Kips) (Kips) 9 (Kjq) (IdPA) s on (kip Al Dphm. B t Twist (N6 DeAedan Shear 8qN Vertical Bend 0 Torsion D Twi (Alp' i t ax P I.P. t1-5 1 0.589 2.106 0.360 26]000 -18 660 en -0 A) (mchesl (Kips) p(ips) (Kql fNFA1 Ikp'A) B it) ~mh eel (Kiln) tt-5 2 -0.599 2.106 20.3fi0 241.900 . -18 410 . -0 811 -15.310 -15 31 0.15] -0055 1658 8.019 130.600 2.10 8 0.1 to 1.060 0 0]7 -0 086 11-5 3 -0.5% 2.106 0.360 216.]00 . -183]0 . -1.55] . 0 -15 300 0.151 0 151 -0055 1.656 B.Op 10.500 2,12 ] -0.190 1.064 . 0.0]6 . 0.086 11-5 11 5 d -0467 2.081 6].400 211.900 -28.060 -0.)65 . -15.T70 . 0 166 -0.055 -0 027 1.6% 1 8.019 110.fi00 214a -0.262 1.068 0.0]5 -0.086 - It 5 5 -0d6] 2.061 8).000 128.500 -2].900 -1.348 -15.]50 . O t39 . -0 02] .588 31.10 108.]00 ti.535 -0,313 -1.180 00]2 -0.042 - 11.5 6 4).46) 2.061 67.3% 45.080 -2].]50 -1.930 -15.]20 . 0 131 . -0 027 1.588 1 588 31.10 ]0.160 -5.462 -0.351 -1.16] 0.%9 -0.002 tt-5 7 0,508 2.138 131.000 -0.850 -"x].000 -0.902 -15.910 . 0.122 . -0 088 . 1 566 3t.lp 31.650 -5.392 -0.388 -1.151 0.085 -0.042 11-5 8 -0.548 2.139 131.000 -182.900 -%.]00 -1.626 -15.8)0 0 113 . -0 088 . 1 54 82.650 -0.278 q.p9p -0.296 -3.556 0.061 -0.13J 11-5 9 -0.818 2.389 22],900 -288.900 -123.600 -0.338 -3.619 . 0 104 . -0 p2 . 4 62A50 -]1,550 -22.940 -0.406 -3.530 0.056 -0.13] tt 5 10 0.818 2.389 gT900 -5]1.000 -122.900 -1.358 0 388 . 0 099 . -0 p2 1.806 110.200 -128.700 -59.060 -0.081 0.018 0.051 -0.316 - 1t-0 tt 1 -0.818 2.389 ?2].900 -853.000 -122.300 -23]6 . 3.353 . 0.093 . -0 202 1.6% 1 fi06 110.200 110 00 -265.000 ] -58.800 -0.315 0031 O.OaB -0.316 11.6 0.391 1.34] -118.200 10].300 61.900 -0.592 10.260 0 06] . 0 80] . I ]82 . 01300 -58.500 -0.568 0.051 0.005 -0.310 11 2 0391 1.36] -119.200 -q].OOp 69.300 -0.018 10350 . 0 055 . 0 8% . -248.800 -865.]00 161.800 -2.128 21.3)0 0098 O.fiO] E 1t-6 3 0.691 1.336 -]1.160 -124.600 39.30 -0.435 19.350 . 0 083 . 09q 1.]82 1 8 5 -248.900 -510.200 160600 -0.953 21.5]0 O.t t6 0.608 11 6 0 OA9f 1.334 -]1.160 -22.900 40.190 0.280 19.060 . 0 0]3 0 923 . 9 -152.800 -2]6.100 88.000 -1.036 dd 6]0 0.134 0.764 - 11.6 5 0.491 1.330 -71.160 76760 41.0]0 1.002 19.580 . 0 083 . 0 9q 1.895 1 -152.800 -57.]]0 89.880 -0.090 64.]10 0.156 0.766 11 6 6 0632 1.1]5 -40.9gp 88310 30.640 -0.113 q.36p . 0 091 . 1 188 .885 1 7 -152.800 160.500 91.]50 1.248 44.950 0.1]8 0.760 - 1t 6 7 0.632 1.1]5 -40.960 156.900 31.130 0803 23.400 . 0 089 . I t68 . 3] -93.160 p].glp ]7.610 -0.7]0 56.]80 O.t9J 0.982 - 11 6 B 0.650 0919 -21290 1]2.200 26.380 -0.683 q.efi0 . 0 105 . 1 p] 1.]37 -93660 341.100 ]8.]20 0.90 Sfi.88p 0.216 0.982 - tld 9 0.650 0.919 -21.290 202.600 26.840 0.2T1 q.850 . 0 109 . 120] 1388 -52.690 3]9.]00 75.8]0 -1 ]a0 61.200 023() 1.011 11-8 10 0.533 0.8% -].5% 216.200 25090 0.824 q.300 . 0 112 1 003 1.3% 1 033 -52.6% 456.900 ]8.310 0.002 61.1]0 0.240 1.011 11-] 11 0.533 0.686 -].5% 22].000 25.180 -0.155 q.300 . 0 111 . 1003 . 1 0 -0,180 490.100 ]1,300 -2.172 EO.OtO 0.248 O.B29 11 7 1 0.533 0.8% -].5% 227.000 25.10 0.155 222]0 . 0 111 1 006 . 33 -0.180 518.900 ]1.550 -0.]26 59.900 0.24] O.Bq - 11-] 2 0.533 0.666 -7.5% q]]00 0.210 0.605 22.230 . 0 110 . 1 000 1.033 -20.180 519.000 71.010 -0.]% 59.830 0.26] O.B29 11-] 3 0.]15 0.75] B.Bt2 536.400 63.810 -0.929 SS Op . 0 236 . 0 361 1.Oq O d63 -0,1]0 54]300 71.850 0.]01 59.70 0.266 080 11-] 4 0]15 0.]5] 8812 523.]00 63.700 0.088 54.860 . 0.224 . 0 361 . 0 463 4.569 4 232.500 21.6]0 -0.303 19.300 0.105 0.]15 1t-] 5 O.4B6 0.515 37.GOD 508400 55.530 -0.]76 09.280 0 206 . 0 208 . 0 289 .569 20.000 21.610 0.211 19.250 0.100 0]15 11 ] 6 0486 0.515 37.000 d%.200 55070 -0.085 49.000 . 0 183 . 0 208 . 0 16.30 218.000 1].210 -0.268 15.850 0.092 O48fi - 11-7 7 0355 0253 85.280 631.700 68.2]0 -0.640 44.660 . 0.159 . 0 089 289 0 1q 16.30 f%.000 1],040 0.049 15.]80 0.081 0.486 t t-] 8 0.355 0.253 65.2]0 339.600 67.4]0 -0.141 44,4w 0 12] . 0 098 . 0 125 28.110 185.000 13.050 -0.15] 12.90 00]0 0.355 11-] 9 10 0.355 nape 0.253 nnc. 65.260 24] 600 n . 46.700 0.362 44.260 , 0.095 . 0.099 . 0.125 q.110 2e tro 145.300 tn5 ]m 12.]10 ~~~an -0.016 12.850 0.056 0.355 Design Strip Fomes /4F 4~ Vdil'S Front Door NE Lid Design D w strip Faces 10 Mar (Kips) Maz Maz Vedic' Being IKips) NO) Maz P Mex P Max P Dph- Twig (W DeAedio Bend A) (inches) A4P I. n Shea (Kis) Av'el (Kips) Vertkal Being Torsion (Kips) (Np-A) (W' ft) DOM. Bending TWW (Np- A) Delle IW fM'-) 11-5 2.575 12.170 202.900 9 -OAW 1649 0.12 0 -0581 17.680 223.500 -19.160 -0.02] t31 11-a 11-5 2 2.575 25]5 124]0 18].500 12.4]0 1]2.100 8 8 -0.295 -0107 1.655 1.662 0.11 0.11 8 -0.581 6 -0.581 1.554 1.554 1)680 201.]00 1].880 1]9800 -19.120 -19.080 -0.747 -1.469 -15660 0128 0.126 it-5 2.410 48.410 169.000 10 R A. -1.835 0.11 3 -0,458 1.538 WOW 175.]00 220 -0.651 -15.380 0.122 11.5 5 2440 48410 109.100 6 -0.545 -1.815 0.10 ] -OAM 5].020 105.100 080 -1.231 -15.360 0.116 6 2440 48410 49.230 8 -0.603 -1.]91 0.10 1 -0 158 1.538 5].020 34.530 25.960 -1.801 -15.330 0.110 7 2.401 9].150 -0.433 10 35. -0.457 -5.531 009 4 -0.088 1.544 62.650 -0.2]9 -23.090 -0.294 -3.556 0061 it-5 8 2401 97.150 -120600 0 -0.631 -5498 008 7 -0. 62.150 -77.550 -22.940 -0406 3534 0056 11.5 9 2498 1]1.400 0 -0.095 0.028 0.08 0 -0.202 1.606 110.200 -128.700 -59.060 0018 0.051 115 10 2A98 1]1.400 412 0 -0.490 0.052 0.0] 5 -0.272 1.606 110200 -265.000 .58.800 -0.315 0.034 0.048 11-5 11 29499 171400 624.300 ,41.060 -0.884 0.079 0007 0 4i.202 1606 110.200 '01.300 -58.540 .,568 0.051 0.045 116 1 2095 -185400 633.600 105.600 -0.921 15.950 0,07 3 0677 1.333 -209.200 ]29.900 119.000 -1931 17.950 0.082 Il-6 11-6 2 3 2095 -185400 -368300 2.015 -110.]00 -193.]00 107.900 61.160 -0.027 -0676 16.100 30.090 0,08 009 51 0.677 8 0.491 1333 -209.200 431.100 121.500 1.334 -71.160 -124.800 39.320 -0.94] -0435 16.120 199350 0098 0.063 116 4 2.075 -1109700 -350620 624520 0.441 30.270 0.11 3 0.491 1.334 -71.180 -22.900 40.180 0.281 194460 0.073 116 ll6 5 6 20074 -110.700 122.500 1.828 -63.720 153.000 63.880 47.670 1.558 -0.116 30A60 36.310 0.12 0.14 8 0491 1 0632 1.334 -71.160 ]0.]60 41.070 1.175 -404960 %.340 30.640 1.002 -0.113 19.%0 23.360 0.083 0091 116 7 1.828 63.720 241.000 48130 1.249 36410 0915 3 0632 1.175 10.960 156.900 31.130 0603 23.400 0.099 116 116 8 9 1An -339110 267900 1429 -33.120 315.200 41030 41.440 -1032 09430 37.110 319100 0916 0.16 3 0650 9 0.650 0919 -21.290 172.200 0.919 -21.290 202.600 26.380 26.640 -0.853 0277 23.860 23.850 0-105 0.109 116 ,16 10 11 1.038 1.ONi -11.820 336.300 -11.820 3539100 39030 39.180 -1437 -0.241 34350 34.690 0.17 0.1] 4 0.533 3 0.533 0.666 09666 216.2]0 25.090 227.000 25.160 4).924 -0.155 22.340 22.300 0.112 0.111 11-7 11-7 1 2 1038 19036 -11.820 3530100 -11.810 359.]00 39.080 39.220 4t241 0.941 34.640 34.580 0.1] 0.17 3 0.533 2 0.533 0.666 0.- -7.5% 227.000 -7.595 23]700 25.120 25.210 -0.155 0.805 22.270 22.230 0.111 0.110 1111-7 1f-] 3 4 0.757 0.757 8.912 536.400 8.912 523.700 63.810 63700 -0.929 0088 55020 54.860 023 022 6 0.361 4 0.361 OA63 0.463 4.569 232.500 4.569 226.000 21.670 21.610 -0.303 0.211 19.300 19250 0.105 0.100 11.7 11.7 5 6 0.515 0.515 37.000 508400 37,OOD 456.200 55.530 55.070 ..716 49.280 -0.085 49.080 0.2(1 0.18 6 09208 3 0208 0289 0289 16.320 219.000 16.320 196.000 17.240 17.040 0248 0049 15.850 15.780 0.092 0.081 11-7 11.7 7 8 04253 0.253 65.2110 431.700 65.270 339.600 18.270 4].4]0 -0.614 -0.141 41660 44.450 0,15 0.12 9 0099 7 0.099 0.125 0125 28.110 185.000 26.110 145.300 13.050 12]10 0.157 +0016 12920 12.850 0070 0.056 11-] 11-7 9 10 0253 09055 65.260 24)600 %.250 152.800 46.]00 40.470 0.362 -0.085 44.240 37.630 0.09 0.05 5 0.099 4 00]2 0.125 0.020 28.100 105700 53.510 95.080 12380 16.]80 0.125 001] 12770 16.940 0042 0.034 11-7 12-1 11 1 0.091 -1924 66.040 31.040 -52.930 -207.300 40.250 72620 0.343 14.630 34630 33.370 0.02 0.03 0 0072 2 6637 0.020 -5241 53.380 19.560 -39.040 -132.100 16.650 65910 0.118 -5.765 15.170 33680 0.012 0028 12-1 12-1 2 3 -1,948 -3338 -53.210 -157.200 -38.190 .105.900 76.560 37.010 10.810 35.330 2.887 33.980 0003 0.03 6 6.740 7 .5.528 -5.275 -39.240 -95020 6.659 -37.]30 61]00 68.900 43.5]0 0.201 29333 35.530 43.490 0.030 0.039 12-1 12-1 4 5 4.826 -33.960 -112.300 4.627 -33.960 -799650 70.120 -29.530 729620 -20.940 04.320 04.180 0.04 0.04 1 5504 3 5.500 2.974 -21.830 -72.220 45.080 2.974 -21630 -51210 46.690 -18.980 -13460 20.490 28.390 0.026 0.020 12-1 12-1 8 7 3.095 -239390 -%.380 49.]10 -15.100 5.713 -28.610 -91.460 9.145 -17.310 27.870 20.110 0.05 005 9 4.670 2 4.301 2.373 3.711 .10.210 '1.820 -18.390 -58.790 29420 -10.670 5.8]9 -11.130 20.050 0 0030 0033 12-1 12.1 B 9 5.7.73 3.503 -28.Bt0 -83900 -14.110 -61.]90 11250 11.520 -10440 -13.310 3485 9243 005 006 ] 4.301 3 3,620 3.711 2252 -18.390 '1.080 -9071 -39.730 ].235 7.405 6.]10 -8.556 1 2 0.03] 0.000 12.1 1201 10 11 4.573 4.882 -37.410 -46300 -]8860 -31.230 -13290 -67.660 -13840 -20.220 41M1 -40.120 0.08 0.0] 8 2.507 4 2442 2735 44.800 -44.800 -8].990 2.656 -39.290 4.114 .77.560 6.]32 -6.173 0 0076 0.0114 12-2 12-2 1 2 ..004 1.690 4.502 -35980 -16040 -28950 50.710 -31.190 5.949 -11.240 S.d31 -13.880 0.06 0.06 0 3.91] 7 3365 ,4.103 0579 3.2511 -46.300 79.090 -31450 -23.610 43.260 -12.280 -11.110 9 0 4-20r3~ 0.092 0.104 12.2 12-2 3 4 1.650 1.]26 -15.990 -5.035 -33250 -5.262 -14.430 -19.130 2]620 -58.170 -11.520 -34.5OD 007 0.09 4 3361 1 2.437 0533 4.074 -31.390 17.650 4].350 33.200 67.630 -85.050 -6950 -109]0 0 0 0.117 0.129 12-2 12.2 5 6 1696 -19.060 52.520 60.510 159] -22460 92490 -25.170 -6818 -34.850 -].0% -34.940 008 0.09 8 2.435 5 2.]]0 -0.108 -33.100 110.800 -89.210 -1.70] -39.520 184.200 25.120 -7.1198 1950 0 0 0.140 0152 12.2 7 1.521 110 15200 89 -25,0 10 01.65] -0765 -22680 1.750 -7874 0 0.161 12.2 tE2 8 9 1531 600 00 1.304 6417 160.800 -1.950 9 -)852 . -1,283 010 0.11 6 1.842 0 0.958 -0 712 -1.220 -22.320 231.100 -75.SOD -8.511 280.000 -1],200 -5.360 -7.518 0 -11090 0.169 0.1]5 t2-2 12-2 10 11 1.388 0.82:1 -6.102 1689800 -7.905 199600 -2.725 35.670 4860 4.604 -0.359 1.164 0.11 0.11 2 0.959 5 1.126 -1.23] -1.997 6,477 290.600 -11.100 339.200 18.210 17 .190 6.148 -8444 -9.621 -7.127 0,1]9 0.183 Alf- " Val'. Fmnl 0ocr NE Lk 0e Design Slnp Faces MuM MuM MuM MuM Mum M MuM MuM MIn MI.P. Minh Minh Minh Minh MnM Minh Minh 10 S- LP. Stnmr rlna VMipa Ba g T-n 0ptlm. Twia (kip OeOedim Shear Aa'a Vertical BesM~n9 Tasim Dphm. Twia gap- 0e0ec1ion (Kips) (Kips) (Kip.) (kip0) (Np0) Band 01 (inch) Mips) (Kip.) OOW (Np6) IItlp 1) Bent II) Io.p ) 12-3 1 1.669 -1.063 14.100 345.100 70.130 6.843 16.330 0.197 1.751 0.205 5082 154.900 33.2]0 -3.925 12.340 0.092 124 2 0.817 9.911 11920 32].800 30450 -6.151 29.320 0.195 1260 0.526 4.3x0 146.600 27.090 -3.880 19.630 0091 12-3 3 0.817 -0.911 11.920 312.300 39.880 4.982 29 930 0.193 1 260 0.526 6 340 140.800 27.610 -2.309 19.980 0.090 123 0.174 -1.263 31.860 295.200 90510 -5.926 60410 0.166 0.895 0.386 12870 131.900 54.110 4.049 35.070 0.069 123 5 0.174 -1.263 31860 253.900 96.320 614250 O.18I 0.895 0.386 - 12870 115200 55650 -2.934 35.510 0.085 123 6 0.174 -1.276 31.870 214.000 88850 -5.248 62.100 0174 0.8% 0.380 128]0 99.100 57.560 -1.867 35.940 0.082 123 7 -0.558 -1.517 45,310 144.700 107.400 -5.805 59560 0.164 0497 0.296 18.600 65.420 59.280 -3.295 326810 0.078 12-3 8 -0.558 -1.517 45.310 85.970 112.800 -6.227 60.010 0.153 0.487 0.294 10.600 41,290 61.500 -2.666 33.010 0.073 123 9 -1.646 -2.139 39.510 1.153 -8445 4.511 -2.138 0.132 0472 1223 20490 -1.642 -7.]49 44071 -0.469 0087 124 10 0.046 0.301 16.970 -23.140 -3810 3.189 -1042 0065 -1390 -1.506 41.610 -53.280 -4.595 6.649 -2.390 0.133 12-0 11 -0.378 0.536 25.220 46.560 -9.233 -1.897 -18.950 0060 -2.129 -1.003 54.610 -101000 4.957 -5.059 -35.150 0.123 124 1 -0 .363 0.579 8.006 42.200 -125.200 -1.839 -56420 0.060 -2.034 -1.2]2 21.510 -91.280 -238.900 -3716 -106.800 0.123 126 2 -0.197 0.704 4.132 -55.160 -92.450 -1.232 -54.940 0.057 -1.520 -0.664 13.530 -119.900 -177.100 -2.364 -108.100 0.115 124 3 -0.152 0.]46 3.217 60.840 -85.440 -0.940 -53.510 0.054 -1.385 -0.514 11]10 -131000 -164.600 -3.168 -105.800 0.108 124 4 -0.278 0.991 -3.819 -44.720 -117.100 -0.005 -73.820 0.052 -1493 0.001 -4.686 -97.180 -222000 0.364 -162.900 0102 124 5 -0.284 0.970 4.205 -38.810 -113.200 -0.280 .71.910 0.050 -1445 0013 -5228 -89.070 -215400 -1487 -139.600 0.097 124 6 -0.252 1.097 -12930 -4.522 -172.800 -0 020 -82.610 0.062 -2.119 -0.917 -12.100 .20.100 -219.000 .1.871 -113.800 0005 126 7 -0.551 1.194 1.398 -14.650 -79.840 0458 -52.350 0.048 -1.059 0.Sfi3 -6473 -35.660 -169.300 0.174 -100.000 0.091 24 8 -0.52fi 1.154 4.689 -74225 -76,770 -0.216 -50.840 0.047 -1.]90 0.545 -7,017 -23.]60 -144.100 -2.165 -97520 O.M 1 24 9 -0306 2.600 3.722 2. 8.91 -35.450 2.030 -16400 0.060 -1627 0.010 -2.123 -1.331 43.fi20 1386 19.530 0.079 124 10 -0.154 2.184 .5.915 2.3 .060 -30.190 0.900 -18.900 0.073 -0.099 1404 -3802 14.620 -19410 0.579 -12.150 0.047 121 11 -1.502 0.911 -0.761 36.490 -28.290 -0.131 -5.585 0.084 -0379 1.240 -2.398 22.860 -24.300 0.151 -3.149 0.067 12-5 1 24290 0202 6.611 31.-1 113600 -7.672 54640 0.084 1]02 0.812 -5939 20.260 60.220 4.224 28.290 0.047 12-5 2 2.672 1.283 -].967 46.960 85.020 -3.054 42.230 0072 1.589 0.812 -5.122 26900 54.650 -1.964 27.150 0.046 12.5 3 2.326 1.263 6.915 55.170 77.750 0.066 40460 0.072 1495 0.812 -4.445 35470 49.900 0.061 26010 0.066 12-5 4 0.640 0.291 46M .510 98.540 -3.523 57.260 0.071 0411 0.181 3034 41.470 63.360 -2265 36.820 0.046 125 5 0651 0.277 5.300 56.260 93.320 -24701 56.200 00070 0.154 -1.171 9.271 29.100 97.720 -3.611 59.000 0.063 125 8 -0261 0.273 18.320 45.080 57.920 -10780 41.970 0069 -0.818 -1.711 20.090 4.]99 74.160 -4.176 456110 0.062 12-5 7 -0.2111 0.956 13.220 7.830 56.M -0 .548 33.790 0.057 -0.871 -1079 20.790 -34210 86.860 -1)23 49.180 09067 12.5 8 -0.208 0.962 13.130 -9166 55.020 -0.734 33370 0.0% -0.852 -1.048 20.650 61.000 82.100 -2.886 48.560 0066 115 9 -0.513 0.485 1331 68.110 -0.249 -0.204 6.371 0.043 -1.415 -0.421 13.620 -131.900 0.168 -0 .675 -9744 09073 12-5 10 -0499 0.462 7.216 -57.230 -0.4 80 -0.807 73774 0043 -1379 -0.3% 13420 -148.100 -0265 -2471 -8.516 0.074 12-5 11 -0579 0411 -8.169 62.800 -80.780 -1.192 -29.570 0043 -19529 O.W -19470 -156.600 -146.300 3.317 62310 0.075 126 1 -0.385 Mn 15.770 -74.580 26.650 0.015 -11550 0.043 -1.138 0.5% 29.020 -179900 32200 0.878 26.880 0.075 126 2 4428 0.694 4083 -88.080 68.050 -0.560 -206990 0.045 -1.195 0.3% -11.120 -159900 -97.130 -1,832 -59.070 0.082 126 3 -0.483 1063 6.993 45.850 -24.500 0.272 -26.790 0048 -1.331 1.086 -16.100 175.600 62.800 0,001 -59.020 0088 126 4 0309 1.327 -13290 -39.390 -56140 0.724 -34.220 0052 -0.938 1.607 -31040 93.780 -118.600 0.579 -]8.210 0.099 126 5 0.766 1463 -17.230 -19.310 -28.430 0462 -33.560 0057 16121 2.098 -37.950 -52020 -75140 0.819 -1].040 0.111 126 8 1- 1.973 -33.310 30.290 -75.520 2.577 -46110 0.124 1.076 1.303 -13900 18210 32460 1.580 -18.170 0.062 12-6 7 1.888 0.985 -38.670 82.470 65.010 -0.]29 -48010 0.137 1.163 0.7% -16.710 42330 -14.230 -0.475 18.110 0068 12-6 8 2.217 0.815 -26.600 151.100 -29.660 -0.557 -15040 0.150 1.332 0695 -10.000 73.280 -MM) -0.201 -2757 0.073 126 9 .1.325 0.264 -28.390 183400 -13070 6.772 -14,990 0.160 0846 0.335 -10.800 86.230 -0305 -0.545 -2713 0077 126 10 0.706 -0.080 -20.730 240.300 35130 0.584 0450 0.169 0550 0.131 -7.169 110300 24.130 0479 6.534 0.081 126 11 0.655 0.271 -14420 242.300 13.210 -0,264 10.310 0.172 0.465 0292 -5.095 110.400 8.546 -0.279 1322 0.002 12-7 1 0.655 0,269 -14.450 242.500 12.740 4).265 9.990 0.172 0465 0.291 -5.104 110.500 8.337 -0 .200 7.195 0.082 12-7 2 0.5]8 0.433 -16.860 322300 34.340 1416 13.570 0.174 04W 0.413 -6646 145.500 18,450 0945 8.107 0002 12-] 3 0.345 0.438 0611 257.500 36.180 -0.185 31.070 0.169 0.275 0.34 1003 115900 16.430 4227 t4%0 0.080 12-7 4 0.2]5 0.645 0.523 314.700 SO.T70 1,076 35.390 061. 0274 04. 0.792 141.100 22.700 0.680 18 ta0 00]6 12-7 5 0.301 0.51fi 15.040 246.300 62.140 -0.328 56.340 0.152 04224 0.364 76134 110.200 26120 4).291 23.800 00]1 12-7 6 0.266 O.J20 16.640 2700300 71970 0.481 57420 0136 0.233 0.482 7.944 120.000 30.870 04268 24.260 0063 121 7 --0.406 0.568 28.]10 24200 98850 0.302 85.590 0.119 -0.127 0.353 13480 107,400 42.680 0.244 35000 0.055 12-7 8 0.591 0.]63 34.]20 19].600 88.530 0.825 06.060 0096 0.334 0.451 16.000 88.330 35.320 0479 35.100 0046 12-7 9 0.855 0.920 38.630 167.400 93100 2.158 86.150 0.072 0.380 0545 17.890 14.220 36350 1.252 35230 0.033 12-7 10 0.718 0.395 56.310 1052(10 100.700 0.203 95.Bfi0 0045 02]fi 0.221 25750 46750 38.800 0.158 38.6]0 0.021 12-] 11 0.]18 0.395 S6.dfi0 26.000 103.000 1,202 98.620 0.017 0.216 0,221 25.010 10.560 39.820 0.540 39.9]0 0006 1l1Gv Vol, 'Rout Dw NE W Design Design Slrip F-. ID MazVI. Seclicn Shear Mazy A N Mazy -Mazy Mazy Vdticel B I.9 Tc4 m Mazy Mazy Ophm. Twis Mp. x.ion Shear AtlN Ve6ical 8endng Torsion Dphm. Twist (kiD- OeAeclion Shearr * (Kips) 05.) 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-9.233 00 . - . -1.89] -18.950 1 639 -54 420 . 0060 060 0 . -0.096 -0071 12-4 1 -2.034 -1272 219510 .91.290 -238.900 -3.]18 -106.800 0.123 -0.363 0.579 8.068 4220D -1252 . - . 940 . 05] 0 0 0]3 12.4 2 -1.520 -0.664 13.530 -119.900 -177.100 -2.364 -108.100 0.115 -0.197 0.704 4.132 -55.180 -92.650 10BS S00 -1.232 940 -0 -54. 510 53 . 054 0 . 0 115 124 124 3 d -1.385 .1.400 -0.514 -0.329 11.]10 -13].000 -164.600 .1213 42.2]0 -183.000 -3.166 0.366 -105.800 .1189300 7 0.108 0.085 -0.152 4433 0.746 1.541 3.217 80.8 -5.941 -69.570 -182.100 100 0 0 1]6 . -0.008 435 -0 . -114 900 -111 900 . 0.081 0078 . -0.074 063 -0 12-d 124 5 6 -1.357 -0471 -0.310 0.813 -3826 -76.140 -177.700 -9.640 4684 -133.400 7f.394 -0.379 715.600 64.620 0.081 0.049 -0.411 -0.733 1.509 1420 .38 6541 6 -16.990 .76286 - . -207.600 24 200 . . -0.590 -100.500 440 0709 -81 0075 0 0]4 . 4252 6663 12-4 t2-4 7 8 -0.551 -0.526 1.194 1.154 4396 -14.850 -]9.810 4.689 -].225 -]67]0 7.456 -52.350 -0.216 -50.840 0.048 0.047 -0.857 -0.819 1857 1.]95 . 8.841 -22.790 -1 -7.294 -11.240 1119.400 52 12450 -0336 2 095 . -]9.080 -17 570 . 0074 73 073 0 439 386 -0 12.4 12.4 9 70 -1.434 -0.805 0.8]2 0.806 -1.873 -1.308 -39.410 -3.62:1 16.200 -29.2]0 1.347 0.110 -1].680 -19650 0.071 0070 -0.707 -0.154 _ 2.496 2.18' 4.137 29 -5.915 23.060 35 %0 -30.190 -3] 810 . 0.900 0230 . -18.900 4 899 . 0.0]3 0 073 . 0030 6263 124 12-5 11 1 -1.3]fi 1.]23 049] -0473 0.030 28870 -18.190 4.632 20.900 93.520 -0.181 6.264 -4.537 45.210 0.069 0.069 Z30 2.848 1.929 1.263 . -3.]31 -9.238 31.510 6 960 . 93.680 85 020 -6.5]0 -3054 . 44.000 42 230 . 00]3 0 0]2 2.332 178 2 12-5 2 3 1.5139 14]8 -0411 0 380 -3.530 32.560 85.100 330 ]7 970 81] 37 -2 -3.81] 715 -1 43.370 41.530 0068 0.066 2472 2328 1.263 1263 . 4. -7.96] 6.915 55.170 77.750 0.064 . 40460 . 09072 . 2.051 12-5 12 5 4 276 0 . -1 155 . . 9 ]83 55840 120100 9 . -4.654 Y2.d20 0080 0.411 0.181 3.034 414470 63.360 -2.265 36.820 0048 0.59] - 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-62800 718 600 . 0080 -59.020 5]9 -78 210 0 . 0.088 0099 -0751 -04]9 126 126 d 5 -0.308 O.J86 1.327 -13270 -39.390 -56.140 1463 -17.230 -19.310 -28.430 04724 0.462 -34.220 -33.560 0052 0.057 -0.938 1.121 180] -31.040 -93. 8 20913 3].950 52020 - . -]5.140 75 520 . . 0819 -77.040 5]7 48 110 2 0.111 124 0 1.192 6]4 1 12-6 6 1.076 1.303 -13.980 18.210 -32460 14 230 1.560 4475 .18.170 -18 110 0.062 0 368 1.723 1988 . 1.973 -33.310 30.290 - 0.985 -38.670 820670 -45.010 . -0.M9 . -48010 . 0.13] . 1,810 12.6 ] 1.163 0.]90 . -16.]10 42.330 - 280 -10 560 1 00D 73 -0201 . -2 ]5] . 0 0]3 2.21] 0.815 -26.600 151.100 -29.660 -0.557 .15.040 0.150 2.072 126 8 9 7.332 0816 0.695 0 335 . 0 . - 230 -0.]OS -10 800 06 6545 . -2713 . 00]7 1 0.264 -28390 183.400 -13.0)0 -0.772 -14.990 0.160 1.141 12-6 12 6 10 550 0 . 131 0 . . 169 110.]00 26.130 -7 0.479 6.534 0.0131 -0.060 -20.]30 200.300 35.730 0.500 8490 0.169 0.771 - 126 t1 . 0.465 . 0.292 . -5.095 110400 8.516 -0.279 ] 322 0.082 0.27 19 420 242.300 42500 13.210 740 12 -0.264 -0 265 10.31 990 9 0.172 172 0 0 648 617 0 12-] 12-7 t 2 110.500 833] 18450 -0.280 0.945 7.195 8107 0.082 0082 0269 0433 -14450 2 660 322200 18 900 . 3-.340 30 680 . 1.416 -0 090 . . 0.174 0 143 . 0.664 0427 12] 127 3 0 427 0418 0.536 0.730 1.580 2. 1.291 1]4.]00 28. 0927 23120 060 0.1 0323 0.500 . . 0.277 2 -0.824 294.600 4].550 120 102(10 26 0826 050 -02800 . 0.151 0 0426 038 12-7 12.7 5 6 0.301 0.266 0546 0.720 15.040 16.460 270.300 ]3.970 -0.328 0481 56340 01 0.364 0482 7.134 1 7.944 120800 400 7 . 30.8]0 42660 0268 24260 0244 35000 9 0.063 055 0 0.362 186 -0 12] 7 -0.485 591 0 0.569 0 ]63 28.TO 200 96.850 600 80 530 31 720 197 0.38 0825 86060 0096 0451 13480 10 . 16000 M.- 35320 0479 5.180 . 0.044 . 0591 127 12 7 8 9 . O . 0 920 . . . 16].400 9300 38 2.156 150 0.0]2 0.545 17.890 74.220 386750 16252 35.230 0.033 0.655 - 127 t0 0.]18 . 0.395 . 56.310 105.200 100:]00 0.203 95880 0045 0275 0.221 25750 48.750 40 38.000 39620 0.158 540 0 386]0 39 970 0021 0. 0.]78 0718 12-7 11 0.718 0.395 56.160 20.000 103.000 1.202 98.620 0.01] 0276 0221 25.810 105 . . Vat's Front Door NE Ld Design A1ax P A1ax P Mzx P Alex P Mex P AW Y i D A SAaer Axia Veeka Bendrp Taraan DpAm. Twis111fiP' DaAaaiOn ID Section Axial Vertical Bentlirp Torsipn OpAm. T B 6 wist (kp A) pn e etl (ncliml (Klq) (Kilw) Mllx) IkyAI Ila~A) Band A) (ircAesl 12-3 1 (Kips) 0.856 (Kips) 5.931 NIP 191,600 N") 41180 - 4.828 16.790 0,11 5 1.165 -1.433 13.590 323.100 65.030 820 100 32 480 307 11 6.301 -5488 13.670 25.340 0.183 0.181 12-3 2 1.384 5.072 180.900 365080 4.981 26250 0.11 4 0.38] -1.426 . . 00 . I. 6 815 25890 0 179 12-3 3 t3~1 5.072 174.300 37.080 -20588 26.710 0.11 3 0.387 -1626 11480 292.2 ]6 600 U. B0 370 . 151 -5 970 53 . 0.175 12-3 3 4 5 1,253 1 253 15.090 15 490 162.900 t42 eW ]1020 ]28]0 -5.331 -3.508 45.790 48.360 0.11 0.10 1 -0.202 7 -1.]83 -1.]83 . 30.280 2 30.290 237300 . 83.990 . -5.203 . 54]40 0.168 12- 12 3 . . . 0 123.500 75.190 -1141 46.920 0.10 3 -1.797 30.300 199.300 88.270 -5324 55.520 0.161 - 12.3 ] 1,177 22A90 81.060 76.680 4.088 42.430 0009 8 -2.047 42.900 1355000 610 96.930 102 100 -5.209 104 6 53.]]0 220 54 0.152 O.td2 12-3 8 1.17] 22.490 51.880 79.3]0 -2891 42.670 0.09 2 2.04] . 42.980 ]9 . 511 4 . 138 -2 132 0 12.3 9 1.223 205090 42 -7.769 4.0]/ -0.469 0.08 7 -2.139 39.510 1.153 -8.445 . 8388 . 235 -2 . 0123 12-3 10 1.223 20.490 -28.420 -5.290 -3601 -1.300 0.08 2 E -2.139 39.500 .550.090 -3.]07 . 31 860 0113 12-3 It 1.508 31.420 -57.2(10 -13.580 -1.631 -245030 0.0] 2 6 -1.586 50890 -100.600 -2.350 . -5.219 0 113 0 121 1 1.640 9.53fi -52.810 -160.400 -1.916 69.330 0.0] 6 -1.908 20.610 -05.040 -217.800 -36]0 50].82 40 . t06 O 124 2 1.651 6.530 68.720 -118A00 -1.372 45.960 0.0] 3 -1.234 13290 -111.700 -161.500 -2.300 -99.1 ] . 099 0 124 3 1 682 3.36] -]5.100 -108.300 -0818 68.080 0.06 9 -1.018 11620 -128.500 -150.300 3.359 50].0 0 . 0 093 124 4 . 1.961 -5269 65.]00 -150.200 0.03] -84.310 0.06 6 . -0.581 -3.618 -90.600 140 -202.200 1% 300 0.338 -130.600 . 0.089 124 5 t 915 -5 763 1].700 -145.100 0.076 -91.800 0.06 1 -1.566 -0.551 4.293 -03 - . 0 085 124 6 1.89] -12.930 4.522 -1]2.600 -0.020 -82.610 006 2 .2.119 -0.917 -12.100 -20.100 33 800 -219.000 -135 fi00 . 0.083 124 /2-4 7 8 2.131 2059 -5893 6.28] -17150 -7,929 -102700 -98.670 0898 0.353 67,050 65.080 0.08 0.06 1 -1.911 1 -1.843 0.001 0.002 810 0 . -55]6 - 6.070 .23.340 123 -1 331 2 . .131000 63 620 0.080 0.079 124 124 9 10 2.600 2 258 3.]22 -5 192 2891 19 930 -35.450 -25.010 2.030 0.960 -14.a80 -15.500 0.06 0.06 0 -1.62] 0 -0.915 . 0.762 . - . 4.05] 18.070 . 32.3fi0 2 0.077 124 11 . 2 036 . -3.593 . 2240 -33.900 0.338 4.096 0.06 0 -1.572 0.433 -0.044 32060 -20.530 0.0]6 12-5 1 . 1.638 -8.254 26.880 77.330 5.268 36.140 006 0 1.912 -0.698 -5.222 27 680 270 103.300 96 020 0 076 0.0]5 12-5 2 1817 -7.182 38.770 ]0.150 -2213 34.690 006 0 1.]65 -0.624 4001 . 4 00]3 12-5 3 1800 6.294 47.940 UAW 0.508 33.240 008 0 1.643 -0.562 -2.930 41.670 88.1 0 113 ]00 1 0 072 12-5 4 0.760 3340 56.300 80.700 -2.699 46.870 0.06 0 0.164 -1.503 9fi00 46.940 . . 0 0]0 125 5 O.J41 3.83] 50.1 76.390 -1.960 65.980 005 9 0.181 -1.9 7 10.150 32.]90 22160 6 228 107.0 81 550 . 0% 12-5 12-5 6 7 0.885 0.956 14.870 13.220 42.700 ].830 45560 56.800 -0.883 -0.518 34.190 33.790 0.05 0 05 0 -0.911 7 -0.871 -2,0 8 -1.079 . 20.790 -34 210 00 . 84.860 100 82 O %7 0.066 /2-5 8 0.942 13.130 -9166 55020 -0.736 33.370 0.05 8 -0.852 -1048 20.850 610 . 0065 12-5 9 1.025 9442 -S6.1fi0 0.423 -0.18] -5.424 0.05 6 -1001 -03% 12.350 -12].000 0.252 12-5 10 1.011 9291 68.000 0722 0719 671 005 6 -1.365 -0725 12.180 -141.600 -0,120 12-5 11 0.966 -8.934 -]5420 -104.600 030 0.05 6 -1.503 -0.920 -,85010 -149.OOD 400 7 170 -132.000 26 920 12-8 1 1.251 1,251 20.350 -4 792 -90.620 110 -83 33.590 0.22] 150 550 0.05 0.05 6 .1 149 8 0.257 0.103 . 26.2 0 - -10.700 . -514 N 12.6 126 3 1 653 . -10 800 . -118000 0423 670 007 4 -1.170 .740 137]0 -150.300 -54.660 -0011 50090 .72 12.6 4 . 2064 . 670 01.280 -20 47.330 1.128 230 0.08 1 -0.835 1.245 -26.610 -80.650 -99.880 0.338 86.800 12-6 5 2276 . -26.800 -30.030 ]4.220 0.718 210 0.08 9 0.766 1.663 -17230 -19310 -20.430 0462 -33.560 0057 062 126 6 151 2 -21.750 28.320 -'50.480 2427 260 0.09 ] 10]8 1.383 -13.980 18210 -32480 1.Sfi0 -18.170 0 114 12.6 7 . 1 228 -25.990 85.850 -22.160 -0.740 160 0.10 6 1.500 0722 -33.100 68.350 ]0.2]0 -0.5]t 41880 0. 125 126 B . 1.081 -15.560 114.000 -16.420 -0.313 289 O.tt 4 1 X13 O.SB3 -23.270 126.700 400 -26.140 13 910 -0.490 -0 839 -14.120 310 -15 0. 0.148 12.6 9 10 0.557 286 0 -12.]]0 10].900 900 223 13] -8 0699 32 330 -0.76] 0.710 137 913 t 0.09 0.10 8 1.146 2 0.5]3 0.131 -27.210 1]0. -0.153 -20.100 224.000 . - 30.810 . 0475 . ].063 O.t57 12-6 12 6 11 . 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MO . -5 23] . -7 ]25 0 025 -0 590 17-1 3 50590 -1.823 -2.700 6.679 -3.993 -2.892 3.184 0.011 ..390 3.899 b421 15.090 -B. . 355] . 366 . 035 0 . -0 386 17-1 d -0.386 -2.366 -1.829 11.160 4.671 -1.860 -37M 0.015 -0.058 -a 426 4.342 26.800 -11.380 - 732 . 167 5 . 0017 . 279 -0 17.1 5 0.0]3 4.814 1.217 34.520 -20.050 -1.923 -12.690 6041 -0.279 -2.824 0.501 14460 -8.293 -0. 214 . - 124 5 0018 . -0 298 17.1 6 0060 -4.089 1.165 33.270 20.530 -1 03 .5 -12.390 0040 -0.298 -2.870 04]9 13950 48.495 -1. - . 618 0 017 6 -0 15] 17-1 7 0 198 -5069 0.787 31.050 -33.190 -0.853 -20.760 0.041 ..157 -3256 39638 12.990 -13.780 .299 -8. 7 . 015 0 . -0OAM 17-1 0 . O 1B9 -5.055 10.220 15.320 -3].820 -0781 -21.800 09035 -0.156 3.267 4.269 6424 -156x0 -0.721 .9905 0 . 0011 O t 17 17-1 9 . 0007 -5.101 21.380 16.110 -52.750 -03]0 -26.010 0.025 -0.117 -3.580 6925 6.692 -21.880 0.006 -1003 10 790 0-7 . 117 -0 1J-1 10 0.006 -5.087 -19.100 -53.6'50 -0620 -25900 0.01] .0.117 -3.570 8.918 -8.005 -22-350 50370 4 . - 8 151 004 0 . 116 -0 17-1 11 0 005 -5.072 -56.130 -M.560 ..868 -19.560 0.011 -0.116 -3.560 9.540 -23470 -24420 -07 1 . 64 . 0019 . 068 0 t 1.2 1 . 0 860 -4.261 -2].270 19.430 .1.703 2.581 0.008 2.261 -6336 -28.520 65.130 46460 -3.904 6.1 520 0043 . 0623 1J-2 2 . 0623 -3.064 7 -5499 14.350 -0.820 ].710 0018 1.523 -5.238 -17.180 -12990 34430 -1.075 18. 18470 07] 0 0 623 172 3 0.623 -3.864 10.050 14.400 0.503 7.688 0.032 1.523 -5.238 -1].180 24.230 350.550 1.390 202 11 820 . . 978 0 17-2 4 512 0 .3..1 17.360 8.111 0.496 4.892 0043 1.169 4206 -9.070 41.650 19.580 1. . 26 . 754 0 1]-2 5 . 0439 -3045 21.800 1.671 0.3% 1.050 0.051 0.800 -3337 .1.849 52.1]0 4.1]3 0.965 26 619 . J54 O 17-2 6 0639 ..OdS 23.] t 6]6 1321 1 047 0056 0.900 -3337 1 849 - 56.160 4.196 2883 2 3070 . 0 629 1J-2 7 0.671 -2.658 46.040 -11.5`50 2.382 -7.255 0.117 0.381 -2.]03 2.151 19.2]0 -4888 1.102 - 7223 . 0 368 1]-2 8 0414 -2.1 30.700 -28.010 2.12] .1].220 0. 0262 -2.438 5.163 12870 3909 11750 -1891 0966 942 0 - 10670 . 0062 9 0005 -200] 1 9271 -65.130 220] .25.470 0068 0097 -2.276 8.564 9]0 . 136 1 x0 fl 042 0 17.2 10 0005 -2006 -350]0 45.2]0 2.202 -25390 0.035 0.09] -2.2]5 8.563 -16.640 18 . 0205 6205 . 1 037 17-2 11 . 997 109 -90330 61.040 0.111 -14.]60 0018 -0.313 -2.226 13310 0 . 1 ]76 17-3 . 50 -1.2 29980 -0.986 6.851 0.010 2.110 -29]0 -98.350 71410 -2430 1634 0880 1]3 2 0539 01 -15.570 -0157 13.600 0.023 0.9]3 -2093 -2d 840 -37.100 5]150 -0.182 32590 470 0- 17 0 096] 13 0.042 09]1 -2090 -21630 15.660 1858 1 332 32 28 190 0431 173 4 03]0 -1 17330 1]0 0 10.990 0. 0.528 -1432 -16610 41.3,0 42.090 . 831 . 130 0213 t]-3 5 0.29] -1.255 25.350 11.0 0.280 ].591 0.0]4 0319 -0986 -8.636 460 26 0. 252 11 440 197 0 0 030 17-3 6 245 0 -0 818 30.390 8.570 -0.282 6.771 0.083 0.151 -0.594 -3 768 ]2 440 20.520 0. x39 9 . 0 188 034 0 173 7 . 0245 -0877 31.]00 6.170 0.231 0. 0150 ..593 -14 ]5670 td 010 0586 ]7 . 9405 . 178 0 . 034 0 173 8 0244 876 33000 6.1]3 0.7 0 6 0.150 -09592 -1495 78310 14.820 0.0 0,5 0 676 . 0057 . -0066 173 9 0.064 -00289 7.584 59.490 4.000 -0.030 1.]14 0.135 0.230 -0 467 3.191 24.960 1.615 -0. 0445 . 0673 039 0 -0 M6 173 10 04064 -0.290 70595 43.310 3934 0.106 1)08 0.091 0.231 -0468 3.196 18.150 19587 031] 846 -0 . 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F-I Door NE lW De V Design 91119 Farce 161 11 308] 7.82] 86.620 -44.9]0 1.476 -26.090 0.038 u.6u~ 1r1e 190/ ..ie, 4 300 890 39 250 1.005 -16.250 0.019 162 1 3.370 8.103 80.260 -60.440 1.lid -38.990 0.039 0 038 -0.240 297 -0 347 2 . ad3 4 . 36-840 7.323 2.019 2.157 0019 162 2 4.511 -9.494 ]3.0]0 8.360 1.195 t 080 16 100 . 0036 . 0 272 . 2268 . 2.551 29.080 6312 t.]]0 8.207 0.018 162 3 4.222 0.514 59.800 11.940 3365 751 . 13 230 035 0 . 0 2]6 2.229 2.563 26.840 6.357 1.903 7729 O.Ot7 162 4 4.146 1.537 55.300 0 7 11.850 60450 3. 947 2 . 380 27 . 0.033 . 0.334 2.050 - 10.310 36.690 32.8)0 1.289 to 410 O.Otfi 162 5 4062 -19.930 4.86 280 70 550 . 1 805 . 51A30 0.030 0.950 2220 1.320 2.1W 35010 0.664 00 253 0.015 16-2 6 4.215 1.188 62. . 5] 600 . 018 2 140 49 0 026 0.826 1.7]] 1.515 24.820 28.550 0.969 20.220 0.013 16-2 -2 7 3.360 1.712 52.640 . . 08] 1 . 45 970 . 021 0 0.6]2 1.101 2052 17.600 1 8.990 0805 22.580 0.010 1 8 2.04] 2.822 38.900 38.690 40 . 484 2 . 22750 . 0008 2.175 -1.872 -8.5. 65.690 68.260 -5.206 46.890 0.016 162 9 -0880 -3.P0 31.120 33.8 390 - . -1 133 190 24 004 0 2214 -1.616 3.559 38.980 6].830 -2.276 50.700 0009 162 10 -1.223 1].890 7 50 32. 30 850 . 0 003 9 980 20 . 0.001 2.110 -1.540 -3.392 38.430 64.600 -0176 439]0 0.003 16-2 11 -0.680 -1.168 7 381 1 9 -9 fiW . 0 909 . -2 236 . -3893 0.002 -0.669 -3.301 - 10.010 -22.850 220] -5.363 -9.305 0005 1]-1 f 2 -1.380 1 718 . 7 018 . -1 29] . -1.484 . -1.908 7.012 0.006 -0.355 3.736 - 11460 -3083 -3.]38 -4.500 -9.6]0 0.015 0 025 17-1 1]-1 3 . - -1823 . -2.]00 . 6.679 -3.993 -2.892 3.184 0.011 -0.390 3.899 -6421 15.890 -9.]20 -523] 557 25 . 0035 -1 17 4 -2.386 -1.829 11.160 -4.671 -1.868 3.029 0.015 -0050 7.426 4342 26.600 -11.380 50 3. -1 923 90 -123 1 004 1 J.1 5 -2.824 0.501 14460 -8.293 -0.732 -5.167 0.017 0.073 4.816 1.21] 34.520 332]0 -20.0 530 -20 . -1835 -12.390 0.044 1]-1 6 -2.8]0 0.679 13.950 -8.495 -1214 -5.124 0.018 0.060 4.889 1.165 7 050 31 . -33 190 853 -0 -20.)60 0041 17-1 ] -3.258 3.838 12.990 -13.780 -0299 -8.618 0.017 Ot98 -5.068 . 8.71 0 15 320 . 620 -37 . 781 -0 2t 9W 0.035 1]-1 8 -3.26] 4.269 6424 -15.610 -0121 -9.057 0.015 0.199 -5.055 10.22 13 880 . 410 10 . 200 -36 . 0007 -16050 0.017 17-1 9 -3.580 8.92 5 6.892 6 -21.980 0004 -10.830 0.011 -0.183 -5.589 554 . 13 870 . 450 -12 . -34 780 -0576 -16.780 0011 1)-1 10 -3.570 8.918 .005 - -22.360 -0.3]0 -10.]90 000] 004 -0.182 181 -0 -5. -5 538 . 14800 . -36.500 . 37.990 -1.153 -12.690 0.00] 1 7.1 11 3.560 9.540 -23.470 -24420 -0.]41 -6.157 5 1 0 O OW . 13x9 . 628 -18.510 -6 42320 30.230 -2650 4.015 0.012 17-2 1 7.261 -11.9W -27.270 19.630 -1.]03 2. 8 . 018 0 969 0 . 011 3 -11 160 -8.550 22820 -14275 11.990 0028 17-2 2 -3.884 .7.175 -5443 10.350 -0.820 ].710 . 0 032 . 0 989 . 011 -6 . -11160 15.630 ?2.390 0.]83 11.960 0050 17-2 3 -3.864 -7.1]5 10050 14400 0.503 7.688 190 10 . 0&9 0 . ]97 0 . 5352 -5.890 2].000 12820 0]71 ]609 0.06] iJ-2 d -3060 -].806 35.880 16.870 616 1.OW 0 833 . 276 2 . 0 105 . 0.682 -4.73] -1206 33.900 2.599 0615 1.633 0.079 17-2 5 -2.322 322 -1.590 -1 590 44.910 48 340 3. 3 627 . 2343 . 2.270 . 0.111 0.682 4.737 -1.2W 36510 2.808 2055 1.829 9.084' 17.2 7 2 6 7 -2. .1 679 . 5 070 . 45.310 . -11110 2291 .7.125 0,116 0431 -4.333 2.283 20380 -5.235 1.220 -3288 691 ] 0.052 043 0 1 - 17-2 B . -1 256 . 12.1' X. 27.550 16.900 2.073 - 0.095 0.339 -x.005 5.484 13.]00 -12520 0 1056 0 967 . - 350 -1 1 . 0 030 t7-2 9 . .1.107 20.140 Sr" 44410 2179 -25.080 O W7 09175 -3.775 9.098 4.182 15 530 -20.11 170 20 . 1 339 . -11.310 . 0.016 17-2 t0 -1107 20.100 34.540 Id.560 2.000 -24.930 O.W5 0.175 -3.)70 90098 - . 110 140 40 14 . 200 -27 . 0.314 -6614 O.WB 17.2 11 -1254 31.300 -88.930 60.070 0046 -16.520 0010 -0.247 1 556 -3.651 890 3 . -23 )00 . 180 34 . 46640 -1.534 10 860 0016 1]-3 -2.136 -31.350 -84 800 61310 .2.101 14.050 0.020 0053 . 690 0 , 250 3 . . -11000 -16.570 25.540 -0276 6 56 0 1 . 0024 173 2 -1.353 -24.240 -36.500 58.210 -0110 32050 99 . 0 693 . 2x6 -3 -10990 6.881 25680 1.161 14.510 0005 17-3 3 -1.351 -24.23D 15.410 56.510 1152 31.940 00 . 0 533 . -2 685 -]371 18440 18790 0.711 tt 690 0064 17.3 4 -0.783 -16.250 40.680 41A10 1.285 25.]60 0.141 . d)4 . 169 2 -4 298 269]0 12.620 0203 8.0]3 0.079 17-3 5 -0417 -9481 59490 27.880 OB]] 1].840 0.1]3 O 4 9 - . -1555 . .1 676 32340 9095 -0102 5.W0 0.W8 17-3 6 -0.187 -3]W 71.280 20.210 0.505 11.280 0.194 0 3 438 550 .1 . 710 65B 33 O 6.538 0.217 4.164 008E 17-3 7 3.187 -1.472 7a 360 14.590 0574 9.299 0.185 0 1]5 0 0 438 . -1 552 . . -0659 35.090 6542 1.130 4.148 0.0)9 17-3 8 -0.187 -1473 77650 14.6. 0642 9.265 . 0 133 . 0447 . -0 841 34W 26.550 1.673 -0091 OB87 OWa 173 9 -O.WS 7457 58.533 3.985 -0002 170] 701 1 . 090 0 0448 . 042 -0 34W 19290 1.644 0.860 0.685 0.D4t 17.3 173 10 t1 d1.W5 -0.011 7468 14AW 62.630 !3.140 3901 3.893 -0.144 0155 . -1852 . 0.030 0.672 . -0.236 6.562 5932 -0.544 0.530 -0.936 O.Ot3 Vail', Frml Door NE Lk D4si. Design SOiv Faces Sn P Ma4M 9 1 A M.m M m -m Vm" Bm ng Tarsi. Twill llup' Oe6eclion Shear Dphm Adel z; Bentlirp Trim Opnm. Twist lqp' De6e ID S.O. I. 1 eer . (Kips) 1 e Mi.) (Kips) (1,1") N0) . Bm6n9 B) (inches) (Kips) Mips) IKips) fWp-B) (WPB) Bm 111 O_.) 18-1 1 -].616 1.981 -16.500 5982 29.]60 -2.582 12.070 0.009 - -5.466 47 1.457 02% 4i.846 -sA44 2.535 949 8 12.310 12 900 -1.522 -1 ]03 4.876 5.448 0.004 0.010 19-1 8 1 2 3 -7.884 118 -8 0.201 -15720 751 ]59 -8 0 21.500 38.830 30.190 21.100 -1.813 -1 1.900 13.500 10.750 0024 0.03] -58 -5.9]0 0.]93 -3.513 . 16000 0 8.14] -8.180 4.293 0.026 1 . 18.1 4 . -5.0]8 . -2.850 . -].081 35.550 4.506 1.341 2.608 0.050 133] .1 628 -2.962 14.9]0 2.361 2.808 060 5 0.81] 538 0 0.021 025 0 5 -5.]30 -2.]50 -3.]68 61.940 19]2 6.972 1.925 0.060 -4 .61] -1.569 -1574 17.840 14 ]10 0.325 5 679 . - 534 -8 . -1 03] . 0.029 6 -5.475 -0.189 6.353 34.760 14910 -12.580 -2.x75 0069 19515 -1.607 2.687 . 10480 0 026 -1 4 411 -2 . -1012 0032 1 ] F7 -2.]20 -5367 2.438 24.280 -3.240 -3.538 -2.594 0.076 -2.741 -1.8 1.103 623 8 . -1 598 . .4326 -1 337 0.030 1 8 -2.552 -5.241 2.242 20.220 4.550 -7.314 -3.3]3 0.083 -2.80:1 -3.325 1.010 . 7 120 . 746 -6 2 278 . 855 -3 0.1 1 9 -1.106 1.199 1.553 -].393 -2.21] -1.044 -1.375 0.038 -0.176 .4.359 3463 -2 . . . 2632 9 -4 61] 0 100 1 10 -1.029 -4.086 1410 -9.0]1 -3.218 -2.616 -2.713 0.061 -0.123 -6.269 3.149 -20.810 -8.971 - 1319 . 3 213 . 0 108 1 11 -0.603 -3.983 -0.671 -11.180 22.]00 1.048 1486 004S 0.984 414 7 -1.908 -25.650 53.720 60 . 66] 1 . 108 0 2 1 0.200 1.813 -2.938 -t 3.880 -3.816 -1.466 -1.945 0.045 2.061 -7.2Y2 -7.024 -01.570 -0.936 32 . 4., . 128 0 2 0.208 1.913 -2.938 -6.930 -3.818 -0.9]3 -1.945 0.053 2.060 -7.202 -].024 -14.940 -6.93] 1.618 . 0061 2 3 3.228 -].919 -11260 26.]80 1.569 -3.952 0.248 039 -5.604 1772 10.]30 1.106 6 069 0 V 2 4 3.566 -8075 -].695 64040 0.589 -1.830 0.166 1.4]2 -5559 3.295 9 26.560 610 35 -270 -0605 243 -1 265 -0 . 0.075 2 5 3251 -]e]3 -1398 85. -0.52] .4421 0.1]9 1.550 -5481 -0.84 . 002 2 . 634 -1 . 0709 00]] 2 6 2.510 86. 4876 -0.598 1.695 01. 2.365 -5.321 2.255 36190 . 00 . 1 599 0 708 0074 2 ] 2511 -7.589 5.491 ]3.2]0 4.8]1 5.349 690 0178 1.365 -5.321 2.255 26.640 2.0 . 0 9]0 . 611 1 0 2 8 1614 -7.341 11.610 38.030 10090 4.175 3.567 0.16] 1.0]3 4.]52 16.070 4.520 . 1 . 5023 154 0 2 9 0872 1.94] 5.801 -5.576 5.966 0.734 2.295 O06d 1033 -7020 13880 -13490 13.]20 4.0 8 4 3833 . 145 0 2 10 1.034 -4.591 3.042 -28.6]0 3.]08 0.870 1.803 0.069 125] -6.308 7.294 -68.300 8.413 Bt 2 O d28 . 163 0 2 11 1605 1280 -3.791 -35440 -2451 -0.344 0.348 0060 2.3]9 -5934 -9.020 -84.360 6151 . . 371 0 . 113 0 3 1 1606 1200 3792 35440 2463 .4.314 0.322 0.060 2381 -5933 -9010 -6.180 2.024 . 19 . 155 0 3 2 1 608 1283 -3.]95 -26.9]0 -2452 3.252 0.326 0.065 2.383 200 0.3 401 . 272 0 3 3 3 . 29002 1.03] 6.885 -1.680 -3.946 1.4]9 -0.041 0.072 3.211 -5.7. -16600 3.]60 4.702 4]50 0442 -0. 243 0 . 0 0]9 183 4 417 3 -4.915 -14.070 5].020 -1762 1460 0421 0190 2303 -3.487 -5.909 23.]]0 -3.190 - . 198 0 . 0. 19-3 5 . 3.239 3.888 -7.720 105.]00 6308 -1.755 0.44] 0.206 2.3x9 -2.]28 -3249 14.180 -2245 -2.506 ]60 . 192 0 O OBB 18-3 6 3.241 -3.691 -7.]26 123.100 -5.298 5.507 0458 0.212 2351 -2.73(1 -3.252 51.510 -2.242 2. 1 102 6 4 ]55 . 0093 16-3 ] 2.614 -2.070 2.165 137.500 1.3]6 -0.291 -t 631 0198 2.190 -1.]05 0897 5].560 -1.930 . - . -0753 0075 183 8 2.616 -2.071 2.167 132.800 -6.378 5.5]1 -1.626 0.179 2.195 -16706 0898 55.590 -1.1 3.815 012 310 2 057 0 183 9 579 1 -0.648 -16.000 112.600 -54538 -0.571 -5210 0.136 2.800 -0608 6.]08 4].190 .2470 -1. 7 - . 266 2 . 0037 18-3 10 . 1 559 A.64d 15.880 76.180 -5.92] 2.916 -5.154 0008 1.]80 .4.884 6.655 31.920 -2631 29 2 . - 0]3 012 0 183 11 . 033 -0.119 26080 22.000 -9.T15 0282 -8.996 00028 19392 -0.161 11]80 9.216 1.254 0.53] -3 44]7 4 0001 1901 2 2207 . 11.1]0 ].471 33.710 -2.600 12.950 0.001 -5978 1.335 5.3]9 3414 13590 -0.130 4464 001 0 19-1 2 -854] 220] 11.180 533 33.550 -2913 12930 0.002 -5.980 1.334 5381 2.580 13520 -1048 451 4 . 001 0 19-1 3 46523 2.207 11.190 1.3 33.390 4.226 12900 0.002 -5.942 1334 5.384 1.]42 13460 -1.966 7 . 44. . 0001 191 4 -8 499 2.20] 11.190 2255 33.230 -5.525 12.880 0.002 -5.925 2.334 5.396 0.80] 13.390 -298 3 4 055 0 002 191 5 . -7 1M 1973 10.]10 0.563 32.]60 .4315 13.0]0 0.003 -8.101 2722 6.203 -0.021 13.850 1.618 . 12 930 0 0003 18-1 6 . -5.890 1.333 5.390 -0.7]2 23.260 6679 4.411 0.002 -SAM 2.207 11.210 -14243 32.920 -8.120 . 12600 0 003 9 11 7 -56]2 1.333 5.393 -1.809 13190 -5.570 4398 0002 -8.426 2.20] 11.220 -2.988 32.]60 -9.365 10 660 ]00 12 . 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P. -MaxV d Meat/ V rti al m. -V Bendn Twig lbp- Deflection Shear AdY V4xliaal Bending Tomion Dphm. Twig N, DeAeclmn Shear 10 Sxlian Sheer (Ki s) A el )Kips) e c (Klps) g (kpfl) (IduB) Bend1 fl) (ind 1 )Kips) (Kips) (Kips) (d,,111 (dp-fll BentSn fl) ( inches) (Kips) 193 1 p -3.634 -7.539 -28.160 -59.740 3413 10.050 133 0.013 3.518 -13.410 900 40.800 -136.200 830 34 360 -31 7.609 5 190 1 1].240 4 330 4.302 3.462 0.031 0.058 3630 -0.265 193 2 -0 265 -8.603 -14.760 4 780 -14.810 17 180 2.07 8 081 2 9.289 8 708 1.316 313 1 0.025 0038 - 7 -16 7 -14.890 -30.330 . 42.520 . 5.156 . 17.]80 3.051 0.090 0.285 193 3 d 0.265 1 8]5 -6.639 4fi3 -8 -1 . -7 351 . 30 150 . 0.939 . 7.001 . 0.712 0.049 9 447 -16950 72440 2760 14.390 2.075 0.110 1875 193 193 5 . 2.412 . -].846 . -1.56] . 38620 4400 0.150 0.056 1 367 90.760 20 0061 1)60 0 8.187 18.100 0.373 0.371 0.131 0.13] 2412 2412 193 8 7 932 2 -1.56] 518 8 .2.18 610 12.280 0.150 -0.979 0050 0.127 0 -].417 3918 . 516 -0.124 0.050 143 193 8 . 1 173 . 24.120 S1.940 -2914 10.]'50 -1.239 0.108 6 ] .120 22.520 -0495 5.176 0.107 E 0.016 035 0 0 935 1193 9 . 0.734 -13.730 43.990 11440 -1.]]11 11.550 -0.182 0082 5 -75]8 1530 5.2 0.350 0 63 4.838 6 OBO 816 0 . 0 022 . 0 936 193 10 0.]35 43.990 13.120 -0.161 0.052 1 6 -75]4 18500 - .3 1 411 . 1 588 . 014 0 1719 19-3 11 2.233 -14.050 75.6]0 -212.400 0.519 14.270 1.531 0033 9 -].607 31.870 . 10380 . 4 . 0036 144 1 2.813 -7410 33.460 -91.020 3.230 3860 2.705 O.OtS 9 100 5 212 0402 4 060 002 0 4AW 4.490 194 2 4480 4.355 -20.110 . 2.682 .1.895 184 0026 6 . 895 250 16 . 751 3 . 0 099 4445 194 3 4.045 .302 -20.030 7831 2.125 ].690 2050 0.011 9 -12.003 47.7W 20.330 3. 006 . 6 ]61 . 1 9]1 . 0 130 5692 194 4 5.692 6]58 -11.870 28.550 1404 2321 1.024 0054 9 -9.109 -28.240 60. 3. 0 591 . -531] . -1 ]00 . 151 0 136 6 194 6.138 -6.163 -0.328 -0.118 0064 0 5.488 -14.580 9]050 . 1 8 8103 . -3 130 . Ot67 . 6293 194 6.293 -4.319 -1.]96 50 -3.]49 2.618 -14 0089 30 -].465 -4.200 435 In.- 119 ]00 . -3472 4654 . 368 -8 0.158 5.717 190 5.]17 49.830 -1 -36x0 0.065 97 -2.736 . -0. 0 13840 5359 . -9640 145 0 6.237 19.4 8 d44fi 0.145 -0.313 60.660 -6.013 3.736 -4.169 0.060 823] 0.345 -0.610 121.30 - 600 423 3 438 -6 . 046 0 2 008 19-4 9 2.008 1.223 12410 90.470 -27320 4.120 -114.950 0.110 2.391 0.613 5.174 37.850 -11. 130 11 . 694 1 . 918 .00 30 . .096 2 19-4 10 2.098 1.282 12940 65050 -26.180 -0021 -16530 0.0]2 2488 0619 5.398 1 290 2].6]0 180 8 . - -10 710 . -0664 . -6890 0010 -0431 194 11 0462 0.527 24.580 19.52(1 -25.120 .1.797 .20.880 0.023 1.625 0.208 0. . 602 . -23 9]0 fi 102 -17 ]20 0003 2.362 201 1 2.594 -0.2]fi -10.360 6.1]3 -15410 3023 -t 1.393 0002 4.035 -0429 -16.120 8. . 22 690 . 6811 . 640 -17 0004 2.480 201 2 2.579 -0.189 -10.220 9.358 -14.590 4.378 -11.340 0.002 4012 -0.294 .16900 14.560 . - 510 7 817 . -17620 0005 2420 20-1 3 2.530 -0119 -10.0]0 12.430 -13.830 5.025 -11.320 310 11 0.003 0000 3.935 3857 -0.180 -0 073 -15860 -15420 19.340 23.960 -21. -20310 . 8.770 -1].590 0006 2.359 201 4 2.479 398 -06047 042 0 -9.911 -9 674 15400 -13.050 880 -12 430 17 5.638 6.303 . . -11.290 0005 3.]31 . 00065 -15.050 27.510 -19.340 9.805 .17.570 0007 2.176 20-1 5 2. 328 . 0 118 . 546 -9 . 430 20 . -11 530 6.797 -11.280 0.005 3.619 0.180 -14850 31.]80 -1]940 105]0 -17.550 0008 2.]63 20-1 8 2. 2254 . 0 192 . -9409 0 080 23 . -10 fi10 -11.270 7,241 0.006 3.506 0298 -16.640 35.900 -16.510 11.260 -1].530 0009 2.609 9 20.1 ] . 270 . 610 9 269 25 -9 887 634 7 -11.250 0.007 3.391 0419 -14420 39.870 -15.0]0 11.880 -17.500 0.010 2.53 20.1 8 2.180 0. . - . 28 070 . -8 752 . 797 5 24 -t 1 0 0.007 3.276 0.543 -14.190 636]0 .13.610 12.410 -1].480 0.011 2419 201 9 2.106 0.309 .9.125 . 400 . 7 803 88 2 65 . -11 220 O OW 3.159 0.669 -13.960 07280 -12.140 12.880 -17460 0.012 3.159 201 10 2.031 0.630 -88]6 30- . - 042 4 8499 . -t 1 210 . 0009 3041 0.7W 13]20 50.740 -10.640 13.220 -t ].430 O.013 3011 20-1 11 1.955 00514 -8.821 32620 . 1W 58 160 . 0 737 0021 -54.150 -5.108 4.765 11.790 25400 33.230 0.660 00019 46.100 211-t 21-1 1 -]1.]10 2 -]5.460 4.515 3.333 10310 1562 .0 32.610 31. 34.310 72.000 . 3.326 . -0.418 0.023 -57.3x0 90 -2.757 248 -2 9.16fi 10330 14.950 10020 58.230 62710 -18350 -58620 -0.354 -t 468 0.021 0.023 48510 -09080 21-1 3 .76.350 -3085 16.940 25.600 7]460 46.880 .1.725 0.024 -58.0 58 720 . 966 -1 630 11 34]6 57.%0 -96.280 -2.577 0025 49670 21-1 4 -]7.270 -2.894 18.210 15.220 73.1X0 -95.590 -3.030 0026 . - 51 260 . 368 1 . 12 690 -0 738 41.110 -]2.6]0 -2.762 0018 -79]40 21-I 5 -]9.]40 2.037 19.]00 -1.148 83.950 -113000 1.296 0.028 9 . - 49090 . 561 0 . 140 13 . 310 -9 66. 500 -89.000 -a 058 0.019 76.380 211-1 6 .76.380 0.8]3 20.650 -14AW 72480 -154.000 -6.313 002 7 49 060 . 650 0 . 070 16 . -18.970 64.700 -130.2 -d -4.4 0.020 . -76310 21-1 7 -74.550 0.850 25.9W -WVO 71.080 -224.300 4.448 003 40 . - 51 820 . 534 4 0 120 15 -32980 51200 -138.000 4.906 0.021 -80.610 21 -t a 0 864 6.636 23.960 -61330 B4.Sd0 -239.100 4.539 0.0 . - . 565 -9 . -18 210 42AW -131900 -1511400 -3.795 0003 -21.2]0 211- t 21 .270 9 - -5.07] -9076 -31410 -]3.520 47160 -3.293 0022 -W.500 . . 15 ]20 42300 -120 300 -170 800 -4.]06 0046 -20.440 211-1 660 10 _206 4. 30] 4.000 -2fi.300 -68.610 -100.500 -3.946 0024 -29.2]0 9.928 . - 44400 . -115900 . -191 600 4 6fi5 0.049 -20.560 1-1 11 -20.500 -5.305 4.]41 -22.060 46.9]0 -114.700 800 -99260 56 -6.392 -0818 0.025 0025 -29.450 -211 SOO -9930 -5852 -12490 -8859 40.960 - AOO . -167300 . 3.941 O.Oa9 -19.750 211-2 21-2 1 -19.750 2 -23.900 -2412 1.257 -S.116 -B Sfifi -32.100 -11.620 . - -29.300 -133.100 2.813 0.031 5W -3x820 -0.818 290 3]0 43800 -1] 4 0.]]0 -36]10 - 843 7862 1 -218900 138.800 12.410 18.660 0.053 0.079 -32.710 -t O.tW 21-2 3 -10.100 -36.300 46 130 8.523 ]65 4 4.972 -301 230 -11030 20 79450 116.900 5658 6.981 0038 0.044 -1 . -15.520 -81.110 . .11.890 . 44.130 -5.082 201.800 14.760 0.W3 -11.090 211-2 4 S -11.080 5 170 . 020 -61 . 4 20] . 23 850 .11.680 193.300 t.5fi5 0..9 8.138 -109.000 -]742 51.650 -1].900 332900 4.279 0104 S.t70 6 461 21.2 . . 500 210 -102 . 4 551 . 510 65 530 -21 319.500 -].436 0.10" 8.207 -82.340 -0.120 39.200 18360 261.500 -1.999 0059 . 21.2 6 10. . 45 950 . 551 -1 . 510 20 . 660 -16 91.990 3.193 0.050 18.360 -79.860 -3.544 56.200 -40990 156.800 -84800 0.105 13460 21-2 7 13.660 . . . 800 39 . -05 080 203 500 370 .17 0. - 15330 45.5x0 2639 22.150 -18.840 123.800 -6001 0046 15330 -2 21 B 21.8]0 -]8.820 6589 . . 560 4 . -]8 ]00 . 6 272 0&5 0 14.910 -14430 14.7 00 25710 dfi.SW - 50.1 80 0420 0.040 14.910 -2 21 9 18.500 - 28 . 6]0 25.710 36 3]0 . . 5 300 . 16950 . 0 0]5 7]0 13 -7 W) 18.000 21830 94020 48.560 1111 740 0034 18.]]0 21-2 10 19.150 -18520 32.680 -52.380 161.100 -100. 910 16 . 009 6 . t3 G30 121 -1 1].600 -63.600 91.900 -33.510 11.720 0030 18.600 21-2 11 18.950 -19700 32.130 -128.300 15].200 -60.230 . . . . NC-:PS V&I's Fr Door NE LM D-p Desipn Slhp Facers Maze -P Maze Maze Maze Maze Maze Alin I.P. Mine Mine P Mine hYnY ID Section Abel Vs1ka1 Bendn9 Torsion Dphm. T wig (bµ DO.io n Shear Anal Vertical Bentlinp Torsion Dphm. Twist IwD" D a6edan p(ips) (Kps) MI nl NO-ft) Bend 8) (inches ) IKipsl (Kips) IKpps) (Wp8) (14P6) Bend - 81 (inches) 143 1 539 160 -59.]40 -26 3.413 10.050 1.792 0.0 13 -3.548 -13.410 60890 -136.200 7.609 17.240 4302 0.031 19-3 2 . . 603 -14.]60 -8 -14.810 20]8 9.289 1.316 0.0 25 1.59] -14.900 340 -31.830 5.190 14330 3.462 0058 19-3 3 . -8639 -14360 17.160 2064 M. 1.313 0.0 38 1.59] -14.690 -30.330 62.520 140 ]2 1].]80 14 390 3.454 0]5 2 0090 1 to 0 143 19-3 d 5 -8.463 6 -7 84 -7.351 56] -1 MAW 38.420 0.939 -0.048 ].801 4400 0.712 0.150 0.0 0.0 49 56 4.479 -14.390 4.591 -13.350 . -16.950 3367 90.760 . 6.18] . 0.3]3 . 0.131 19-3 6 . -].846 . -156] 61.810 -0.048 9.610 0.150 0.0 58 4.590 -13.340 -3.386 98.020 18.100 0.3]1 0.13] 7 19-3 7 -7.617 3.918 34.360 -0 .630 6.516 -0.124 00 50 2.932 -12.800 9.518 79.%0 12280 -0.9)9 O.t2 19-3 B -].390 10.120 22.520 -0.495 5.1]6 0.10] 0.0 66 1.173 -13.070 24.120 51.940 12 10.750 -1.239 O.tpB 0002 19-3 9 -7.576 18.530 5.205 0.350 6.836 0.808 0.0 35 0.734 -13.]30 43.990 11A60 830 11.550 13120 -0.182 0052 1973 10 -7.5]4 18.530 -34.920 0.363 6.856 0.816 00 22 0]35 -13.]20 43990 -83. 14 2]0 531 1 0033 19-3 11 -7.60] 31.8]0 -89 1.411 6684 1588 00 14 2233 -14050 75.670 -212.400 . . 1 0036 19.6 1 -]410 -33460 -91.020 3.230 3.860 2.]05 0.0 15 4.259 -14.110 -78.890 -216.100 10.380 6.62 062 144 2 -8355 -20.110 -35.320 2.882 -1.895 2.184 0.0 26 7.646 -12.180 4].9]0 -82.590 0- 4.060 0 0099 144 3 6302 -20.030 7.931 2.125 ].690 2.050 0.0 41 ].369 -12.080 1].790 20.330 1fi.250 3751 1 0 130 t4d a -4.]59 -11.870 26.550 1.404 2.321 1.024 0.0 56 9.6]9 -9.109 -28240 64.990 9]450 9 3.006 591 -0 6]64 -531] 1.9] -t )00 . 0.154 191 19-4 5 fi -2.930 -4.319 0.163 40.280 -1.796 50.630 -0.328 -~]d9 -4.336 2.616 -0.718 -1.600 0.0 00 64 89 10.320 11030 -5.498 -14.5 0 -1465 1.230 122.000 119 700 . -8.591 -3472 6.103 4 656 -3.130 -8 368 0.167 0 156 1974 1 4 ] 8 -1.671 345 0 -0.228 49.830 -0610 121 300 -1.856 -11&0 1965 5.359 -3660 -9.840 0.0 0.1 65 45 9.29] 4.446 -2.]38 0.165 . -0.435 -0.313 50660 -6.013 . 3.736 . -4.169 . 0.060 9- 144 9 . 1 223 12410 . 80.4]0 -27.320 4.120 -14.950 0.1 10 2.391 0.613 S.t74 3]850 -11.800 3.423 6436 0066 146 10 . 1.292 12940 86.050 -26.1fi0 -0.021 -18.530 0,0 72 2408 0.649 5.395 2].8]0 920 8 800 10 -11.130 .11 580 1.894 -0 189 -].918 -9 616 0030 0.010 194 20-1 11 1 0.529 24.200 -0.286 -11.590 19.220 -24.590 5.968 -11420 -1.962 20.420 4.638 -12.840 0.0 0 0 23 02 3.113 4035 0205 -0429 . . . -16.120 9602 -23.9]0 280 250 -20 0 13 . 6.102 6010 . -1].]20 -15 750 0003 0003 20-1 241 2 3 -0.16] -12.590 400 5 -12 -008 10.320 14.120 -17.9]0 -17.070 Sd56 6.033 -13.960 -13.980 3]87 3.]19 -0.300 -0.201 . -13.98 -13.]70 1].450 . -19.220 6.974 . -15.710 0.004 20-1 6 . 000 1 . 12 220 11800 -16.160 6.5]1 -14.020 3.669 -0.100 -13.550 21.500 -18.150 7.890 -15.6]0 0.005 20.1 5 0.130 -11.910 20.560 -15.530 7.347 -14.050 3.565 0.013 .13 230 24640 430 -1]270 -11 530 8.815 6 ]97 -15.630 -11 280 0006 0 005 20-1 6 0.219 -13.850 28.]20 -1].1]0 9393 -168]0 2.326 0.116 -9.544 20. . 10 . 12x1 . -11 270 . 0 006 20.1 ] 0.32] -13.880 32.580 -15.890 9.853 -16.690 2.256 0.192 -9.409 23.080 -10.6 . 250 . OOOJ 241 8 0.438 -13450 38 .290 -14.590 10.230 -16.]00 2.180 0.270 -9269 25630 -9.687 ].634 -tt 0 0 00] 201 9 0.552 -13.240 39.840 -13.290 10.530 -16.720 2.106 0.349 -9.125 28.0]0 -8.752 ]975 -11.2a . 08 20-1 10 0.869 -13.960 47. 290 -12.140 12 86 .0 -17.660 2031 0 430 3.976 30 400 -].803 8.265 -t 1.220 11 210 0.0 0 009 241 11 0799 -13.720 50.740 -10.840 13.220 -1].430 1955 0.514 -8.821 320 18 %80 -6842 510 32 8.699 690 45 - . 0818 . 0 024 21-1 1 2 -2.903 142 -2 6.62] 10 040 20.990 22 060 21.340 37.390 46.290 2.138 0.674 -0.269 -69520 -73.510 60]5 -3671 . 69]5 12.510 22.310 . 73860 . -17.fi30 -0 dd3 . 0026 21-1 21.1 3 . 983 -1 . 10 890 . 16480 49.800 -30.120 -1.109 -]6350 -1085 16.940 25660 ]1460 46.860 -1.725 0.026 21-1 d . -1.860 . 11110 9784 46.930 01.6 50 -1.968 1 -]7.2]0 -2.896 18210 15.220 ]3.000 110 0 -0]36 41 -95.590 -]2670 -3030 762 -2 0.026 0018 21-1 21-1 5 6 2.09] 0 673 19.]40 20.450 -1.148 4.490 63.%0 -113.000 ]24fi0 -154.000 1.296 -6.313 -51.260 58.10 2 1.348 0.512 12.69 14500 -t 8.520 . 59250 -143.800 . -4.532 0028 21-1 ] . 1018 25.000 -29.500 69.530 -2029500 -7.536 -58.200 0.635 20.550 -30.340 56.190 -180.900 -4633 90 0.031 0021 21-1 8 1053 23.520 -51.300 79.640 -214800 -7.629 -51.920 4.534 15.120 -32.980 180 0 62 5 -138.000 -151400 -4 0 -3795 0063 21-t 9 -50]] -9.0]6 -31410 -]3.520 -81160 -3.293 33.590 -9.565 . -18.21 800 -1]0 1 ]Ofi Odfi 6 21-1 10 -5.30] -8.098 -26.300 -68.630 -100.500 -3.966 -29.270 -9.928 -t 5320 -52.300 . 1 1 600 . -6 665 . 0049 21-t 11 -5.305 6]41 -22060 -669]0 -114700 4.392 -29.450 -9.030 -12490 44.400 . 9 . 941 3 OOd9 21-2 -2.412 -5.118 140 -56.880 -99.260 -0.818 .28.5% -5852 -8859 -60960 -16].300 . 0 060 2t-2 2 2689 -10300 -14.570 413]0 -1]2000 1.242 -29.530 -1.6]7 -15520 19.010 R -195600 13350 0 . 00]9 2-2 300 -3481 ]9450 658 0 4370 -6300 -1].290 1.643 138.800 18.66 093 21-2 4 -06130 6765 20.230 -t 1.030 114900 6.981 -15.520 -81.110 -11.990 aa.t30 201.800 14]60 6279 0, t04 O 21-2 5 63.020 4.287 23.850 -11.680 193.300 1.565 8.138 -109.000 -].]42 S1.fi50 332.900 9 ] . t00 O 21.2 6 65270 0.633 33.660 -14.310 205700 -2400 11.260 112 4.099 68.830 353000 800 1 - 5 8 806 . 0 105 21-2 7 -45 28.510 -16.850 91.990 3193 18.360 -]9 3544 56200 6. . - 1] 3]0 . 0096 21-2 8 45.540 2.639 22.150 -18.840 123.800 6.091 OO 4fi 21.870 -78820 6.589 39.893 203500 . - ]2 0 085 21.2 9 -14630 14.790 25.]10 46.580 -50.160 0 .428 00 60 18.590 -286]0 25.710 36.3]0 54.540 -]8]00 -6.2 . 0]3 0 21-2 10 -].533 22.050 -23.200 118.300 -81630 15.840 0.0 38 16.150 -18.570 30.250 51.560 146.500 -93.810 14.690 460 . 0066 21-2 11 -7- 21660 -14450 115]00 -02330 15610 0.0 33 15970 -16720 29.740 121.800 162900 -54940 16. Ne T q Veil's From Dow NE W Design Desgn Ship Farces ID Ma M Sher lbn I P S Max M Reel S,O Max M - Verliul Bendip Tpsion max m 74ax m = m1n m l.r. Dphm. Twig 11K, DeAedian Sher mn m Real r.. Vrticel Beating Tolgm . Dphm. Twist IbP DeAeclbn . . 4c IKipsl IKiln) (Kips) (lepA) (Wl ft) 8en6n A) (iMhes) (Kiln) (Kips) (Kips) (Wp-A) OdpA) Br16 e) (inches) 213 240 1 1] 0 392 869 63300 -73.370 -79.630 1.]15 0030 2].690 -6.510 -16.680 -129.000 -161.000 -t 30.900 -0.517 0.069 21-3 . 2 14 ]10 . -2 2]5 . 9.562 -38.730 -25.230 41.770 7.990 0.031 23490 -10440 -21.420 -]2.460 -49.560 -08.890 15.x80 0.0]0 2t-3 . 3 15 810 . -0441 5.668 -10.]40 10.]80 39.110 10.650 0.035 24.600 -0.685 -13.480 .16.]10 16770 -60.800 16.570 0.054 21-3 . d 28F -12.9]0 33.830 33.830 0].3]0 50.450 27.850 0.096 21.100 3 -6.715 94]0 18220 -5t 030 11.950 808 0.041 0 005 2t-3 5 28.7)0 1449 -7.200 58.290 38420 -25.870 23.070 0.107 20.900 4001 21.880 15900 -31.200 9. . 046 0 2t-3 fi 28.610 -2.953 -6589 ]6.530 30.150 16.360 19260 0.113 15.560 -2.627 31.130 13450 312 7.683 . 045 0 213 7 24.930 0.128 0.066 78.750 18780 13870 7402 0.110 13.080 -0.1]9 32.630 640 29 ].260 409 -0 2.852 1938 2.612 896 -1 . 04 00 213 21.3 B 18.110 9 2.65] 2.057 2.885 4601 8.548 70.870 53.050 -0.246 -16.330 17.010 10.900 4.137 -23.130 0038 0.075 9.570 2.072 1.613 3.517 . 22.310 11 000 . -6.]90 -10 8]0 3005 719 3 . -9.881 915 -8 0031 0020 21-3 10 4.777 3.242 11.Ot0 25890 .25.8]0 7 8.185 1 -21.250 130 32 0.018 016 0 3.130 -tart 1 1950 8398 . 3.150 . -155]0 . -10]5 . -13.390 0.006 21-3 22-1 11 4.835 t 30 360 3.375 -0.]2] 15420 18.630 ].281 211.200 37.150 -1.91 50460 100.800 - . -46920 . 0020 .19 5n 11980 135.800 32440 67.230 -30.1]0 0.013 12 22-1 . 2 -22.510 -3.006 35.090 139.800 -63.110 MAN 31.330 0.018 -14.4]0 22.580 21 920 89.870 40.570 110 820 43 74 536]0 48.340 -20.140 -19290 00 0010 22-1 22-t 3 -21.230 d -21.390 -0.258 -3.326 34.100 116400 5].060 33420 100.900 55.410 ]5.190 -30.010 65.690 -28.670 0016 0.014 .13.650 .13.750 . 21.080 . . 60.840 42050 42.230 010 ]50 36 110 40 55 -18.630 17 580 0.009 0008 22-1 22.1 5 -21.550 6 -21550 -3.414 -3 604 32.720 31.830 85.730 -63.390 58.010 -27.340 70.810 -60.820 45.800 -26.1]0 0.012 0010 -13850 -13.8`5 21.030 20.060 . 45.520 . 39.100 . 29.470 . -16830 0007 22.1 1-20 020 . 4.303 29.820 55.]90 -S7A90 30.200 -26.070 0.008 -13.130 . 19.240 35.870 -36950 21990 -16760 0005 004 0 22-1 . 8 -19310 -4.93] 28000 42.230 -54.060 23.420 -25960 0.007 -12.410 3212 18030 2].150 3x.750 15.050 -16.690 . 0 003 22.1 9 .18.210 -5.605 26.160 30.130 -50.590 13080 -25880 0.005 -11.110 3.655 16.830 194370 'U.S. 8.668 -16.620 000 . 0 002 22-1 10 .16.910 -6.256 24390 19.400 46.350 4.947 25.510 0.003 -10.810 4022 15880 124]0 -29.000 3.180 -16 80 5 9 0001 22-t 11 -15.1]0 -10.610 20.640 17.050 -50.910 99607 -230760 0001 5153 5.821 11270 11.220 -32730 6.176 00 -1 2 080 67 0 00] 231 1 1.123 9280 -33.090 43310 -102.500 28.000 -10x300 0011 0122 5965 -21.270 1420 27.0 19 320 55.880 300 -92 . 18.0 923 -73740 4 . 0.023 23.1 3 1 2 16.570 3 15 900 0.682 0467 .16.740 000 -5 31.1]0 -150.800 ]00 -1358(10 83 t0A30 -115.500 26.820 7103.800 0036 0.05] 10790 1022D 0406 A 2.8]2 -3.214 . 51610 . -87.320 . 1?240 -70460 0.036 - 2 23-1 . 4 25 150 430 14 . -18.890 . 09520 55.960 0.710 55.050 0.074 160170 9.2]4 -12.790 31.770 42400 46740 -54.6]0 0068 7 23-1 . 5 2].060 . 4.8]1 -29.fi30 61.230 18.240 51.]10 3].500 0009 1].660 3.132 -19050 39.360 11]30 33240 -24.110 5712 0.05 060 0 23-1 6 27.150 970 -25.280 100.100 51.480 .21.520 80050 0.102 16.660 .11.920 -16.170 63030 31090 -12.080 6x0 27 . 067 0 23-1 J 27.130 -13290 0433 104.900 50.110 35.670 43000 0101 1].440 -8.506 0.278 676420 32.210 22.930 . 490 . 0068 211 8 25.490 -30520 10.300 124.800 91.320 -19.670 59.880 0.106 169380 -19.620 6.623 80.210 58.]10 129650 720 38- 42410 0066 23-1 8 10.330 -36.770 6..9 112.800 59.070 -37.220 70.]50 06105 5513 -21.890 3695 ]1.610 090 67 36.320 56420 -22. 480 .1780 43 0060 23-t 10 0.397 -21110 it 410 104.400 8].770 -2.]69 67.660 00094 09255 -13.5]0 ].338 . 36 700 -11 930 . 41 A60 0054 231 11 0.016 -14.030 15.590 026170 60.200 -18560 64490 0083 0.010 -940t9 10020 2].110 . . 022 970 5 0001 24-1 15069 -9.865 -0.007 8.274 -20.870 0.291 -149610 0001 -2413 4.250 0.145 2.561 -8.559 0 - . 213 6 0 005 24-i 2 -14.770 -23.260 4.026 13720 -5.86] 25.550 -15240 0.012 -9.981 1.590 5.735 124 2 -2.133 -1?430 -11.860 790 -38 - 9 10 120 . 0023 24-1 24-1 3 .2.421 -7.958 4 -15.210 31.1]0 -2.563 -1.861 -06373 11.090 -8.261 21.1]0 4.206 50.960 4.243 5394 0010 0.029 -06503 -20.330 -8.452 12.950 -6.183 -0.698 . . 4.765 4 068 -1 831 0 168 . -31.370 080 -20 . -2.5]6 874 -0 0.012 013 0 24-1 5 -1].160 -10.500 0.753 9.562 1179 -10.270 -2470 0032 -9.819 -1.988 0611 . . 4 156 . 101 5 . 2377 . 012 0 24-1 8 -11890 11.890 6.033 8.125 -5.430 -164370 4.480 0031 -10510 18.500 3.933 2891 3 226 . -1 x00 . 020 65 881 5 . 0011 24-1 t 24 7 0.010 8 2803 04920 730 52 -16]5 411 8 10.330 4.287 -1.559 9.730 86.320 63.710 11.470 15150 0029 0022 0435 0.337 x2.]90 82.080 0.566 ].506 . -6.963 . 8.113 . 63470 . 12.300 0.015 - 24-t 9 4 188 . 50.580 . 4698 -?68) 49270 8.716 0.008 6510 78.680 7.305 -11.960 34.630 76650 13.560 0012 0 6 2a-1 . t0 52 51.940 8.540 -22.]80 7.]66 7.260 O.OOJ 12.210 86.230 17.380 40.610 ]2830 18.030 ] 1 0. 0019 24-1 11 0.645 60.900 13.150 43.8]0 0 52720 0.143 2.619 100500 26.210 81.950 64]40 .880 00 29 ?729 0023 212 1 19350 807]0 11.040 -57.510 0 52 143.800 0013 MAX 133400 22.500 109300 235.6 7 580 0 025 24-2 2 18.800 ]8.240 11.050 -2930 0 140.]00 3248 0014 26010 129200 - 110.600 . 192 6 . 0 029 24.2 3 19630 78990 -32890 J 66440 0 89850 30] 0017 .120 130000 59180 -216.500 148.5 - . 1 . 0 035 21-2 d 10 680 7]320 45.100 -609210 0 100.700 -3490 -t t 51 183.900 -6.63 . 1 . 300 ]40 78020 45 5 10 36010 0 110.800 -3578 -65.4 11 188.3 -6.81 00 0 24-2 . 6 10 800 78 720 . 45 090 600 0 -11 116.900 -]9660 002] ].210 131.900 -81.030 -116800 192600 -6.967 0.006 24.2 . 650 ] 12 . . 480 900 56 162 . 510 0 19 108.600 -7.206 0.051 13.]40 856]0 -49.270 12 -]x9]0 92120 24-2 . . 0 . ]9 860 . 980 0 53 700 131 126 -5 0.056 11.850 89.460 46150 32.080 52.520 80.650 -2.191 0.033 2 9847 148.3 0 46 400 . - 70 880 . 350 96 -114 100 . 124 100 . -2.271 0060 11340 88.210 45540 56.520 -63.090 79.350 -0446 00 36 2a-2 9 9095 1 . . . - 360 137 000 77 . 100 -118 . 000 103 0 583 0.065 10.600 85.790 44.620 79960 -65.080 69.730 1.301 0.0 39 24.2 24-2 10 8.028 11 5.135 142400 124.000 . . - -724]0 170.000 . -142060 . -89942 . 3433 0069 8855 ]4470 -41160 98.990 -]0.540 x.287 3016 O.Oat NF_ T!r VaPS From D- INS Lid Design De W S18G Faces Mar V I. P. Max V Max V Max V Mar V Metz V Mar V Min V I.P. Min V W V Min V Min V Min V 84n V Min V Max P I. . ID SW. Seer Vrlica BenGng Twig (9d, Seer Aua Venial Bantling Torsion Dpem. Twlsl (aP DeBe m S (K.) (Klpa) 64P6) BN 1) Onci-) (Kips) (Kips) OGW (IGPB) Bane e) (mceai) (Kips) 1-3 1 17.240 0 -7.869 53.340 -73.370 -79.630 1.]15 0.030 2].690 St -1,%0 -129000 .161.000 -130.900 -0.517 0.069 21-3 2 44.710 2 -9. 7.990 0031 23.4% -21.420 -72.440 49.560 -SW 15.480 0.074 19.270 21-3 3 15.810 -10.740 10.780 -39.110 10650 0035 27.600 -151W 31.900 51.150 0.084 20.120 213 16.960 P -6.048 10,950 18.180 -37.710 11.440 0.039 31.190 4.995 -13.360 32940 473W -5 AW 28.160 0.0% 21.140 213 5 16810 -3.518 21.8% 154. -22.090 9.430 0.044 31.250 3.521 -].490 56.290 38.710 -31.340 23.300 A. 20.940 21-3 6 15.560 -2.627 31.130 13450 4.312 7.603 0.046 29410 -2953 -5.%9 76.530 34.150 16.360 19.260 0.113 19AW 21-3 7 23.140 0.160 77.]90 18.7W 15,480 ].436 0.109 16.060 4.019 -0.335 34240 7.280 0.175 2.]55 0.7 16060 21 18.110 4.641 ]0870 -0.246 1].010 -4.137 0.098 9570 2.583 1.813 29.640 -O. 9 4938 -1.8% 0.0 11.040 21-3 9 2657 8.548 53.050 -16. 10.900 -23.130 0.075 2.072 2.525 3,517 22.310 6.794 1.5 -9.684 0.031 3.224 13 2 10 4.M 11010 25.890 -25.870 86185 -21.230 0048 3.130 2.034 49544 11.000 -10.870 3.719 -8.915 0.020 4777 2 1-3 11 4.035 1375 15.420 7.281 -37.150 -1.914 32.130 0.016 -4,411 1.735 6.3% 3.150 -15.570 -1.075 13.390 0.006 1.035 22-1 f -30.380 3.]27 18.630 211.200 50460 104.600 -46.920 0.020 -21.600 -OM7 11.400 155000 45.110 ]6450 33490 0017 .21.600. 22-1 2 -22510 .1006 35.090 139.800 63.110 8394% -31.330 0.018 -14.470 -1.933 22.560 89.870 40.570 534670 -20.140 0.012 -162. 22-1 3 -21,23D -3.250 3 AOO 116400 67.0E 759190 306010 0.016 -1346. -2.094 21.920 74.820 41110 48..0 -19.29(1 0010 -15.360 22-t 41 -21.390 -1326 33420 100.900 55.410 65.690 -18 fi]0 0014 -13]50 -2.138 21.480 64840 42050 429230 -18430 0.009 22-t 5 -21.550 -3414 32.720 85.730 -67.390 5600010 -27.340 0.012 -13.850 2.185 21.030 55.110 -40.730 36.010 -17.500 0.8 -15.620 72-1 8 -21.5`.4 3.304 31.830 70.810 -60182(1 45.840 -26.1]0 0.010 -11850 -2.317 20.460 45.520 -399100 29470 -18030 0.007 -15.0 22-1 7 -20.420 -4303 29.920 55.7. -51490 34.200 .26.070 0..8 -13.130 -2766 19.240 35.870 -36.950 21.990 -16.7. 0.5 -13.130 22-1 8 -19.310 1.99] 28.040 42.230 -54.060 236420 -25.9W 0.7 .129410 -3212 18030 27.130 -34.750 15050 -16690 04004 -12.410 22-1 9 -18.210 -5.685 26.180 30.130 -50.5% 13.480 -25,8. 0.005 -11.710 -3.655 16030 19.370 -32.520 8.668 -16.620 0.003 -11710 ?2-1 10 -16.910 6.256 24,390 19400 16.350 49947 -256510 0.003 -10.870 4.022 15.680 12.470 -29.800 3.180 -ILA. 0..2 10.870 22-1 11 -15.170 -10.610 20.640 17450 -50.910 9.307 423760 0.1 -9,753 6.821 13.270 11.220 32.730 6.176 -15.280 0.1 -9.753 23-t 1 0.]12 59865 -21.270 276840 65.800 18.000 51080 0.7 1.123 9.2. -33.090 43.310 -102.500 28.000 -104.3. 0.011 19123 23.1 2 107% 04. -11420 19.320 -92.300 4.923 -]3.740 0.023 16380, 0.631 -17.7W 30.060 79658 -114300 0035 14.2. 23.1 3 12440 37.954 -2276 64.700 113000 22.870 -%.630 0046 159. 4A67 -5000 8307. -135.8. 26.820 -1..600 0.057 15.840 23-1 0 16.170 9.274 -12.790 31170 42.4. 46740 -54.fi70 0,048 25.150 to 430 -19.890 49.420 -65.930 72.710 35.050 0074 24.490 ?J-1 5 116. 3.132 -19.050 39.330 11.730 33.240 -24.110 0.057 214W 4.871 -29.630 61.230 18.240 51110 -37.5. 0089 21670 23.1 6 16.6. -11.820 -16.170 ..030 31090 -124W 5.312 0.064 2791W -189]0 -25.280 100.100 51.4W -21.520 14.050 0.102 16.600 23-t 7 24.620 -12.020 1.211 90.370 51.830 32.270 45130 0094 23.1. -11.500 0.274 90.520 40.730 30370 34.]50 0088 17.440 211 8 26.660 -32.610 11.500 124100 1..2. -21.370 fi5.630 0.1. 16.300 .19.620 6623 .210 58.710 120 38490 0088 16.330 23.1 9 10.330 -%.M 6449 112.8. 59.070 -3].220 70.750 0.105 5.513 -21.890 3695 71.600 36.320 -22120 62410 0.030 5.513 23-1 10 2..4 830 12.0 104.000 91.1. -2.676 fi9.620 0.097 0.255 -13.570 ].338 61080 %420 -1180 43.480 0.060 09255 23-1 11 2.304 -171. 16.490 39610 64.600 -12.570 64.380 0..] 0.010 -9.019 10.020 27.110 38.7. 11.930 41460 0054 0.010 24-1 1 -2.835 1.51)0 0.392 2.726 -9035 -O.1W £.212 0..1 -4.815 -9689 -0155 6.175 20.390 0405 -144W 0. .1 -2413 24-1 2 -14.710 -23.280 4026 13720 -5.7 -25.560 .15240 00012 -1379 -9.981 1.590 5735 -2.133 -11980 -6.213 0005 -7.379 24-1 3 -1465 -8.144 -2.526 -0.530 -].545 -18810 1.106 0010 -1.077 -20.210 -6.2. -2017 -17.060 -40.1% -10.200 0023 -2421 24.1 4 -10630 .1 .050 -0.570 4.919 -26135 -37.660 -2648 0012 -13.900 -31.110 -1.938 11.000 1.103 -57AW 6350 0.029 -8452 24-1 5 -15270 -1093 0950 8.328 0.262 -31.230 -1,359 0.020 -13890 -9..5 0549 8.206 1.223 33570 -26178 0027 -124W 241 6 -13340 15.560 6.437 8.6 -5.971 .16.180 4.833 0..1 -8.091 12.3. 159 3089 -3.254 -fi417 2.123 0012 -12590 24-1 7 0435 42.790 0530 3.226 -14. 850020 5881 0011 4.014 44.920 -1.475 10.330 -1.559 86.320 116]0 0.029 3.775 24-1 8 2.0]5 86.040 10.020 -5.779 11.470 779310 171. 0.5 0.217 39.910 4.025 -6476 59216 40A10 7.908 0010 2.875 2d-1 9 9..4 ..1. 9.148 40.4. 47 830 88.850 19840 0020 4.198 .SW 4 6% -7.687 22260 49.270 8 716 0.0. 9824 2--t 10 12.210 86.230 1].300 -40610 72.830 21.690 18.030 O.Oi6 5255 51940 8.540 -222. 34.630 7]64 7.2W 0.007 12210 2d-1 11 2649 1.500 26.210 -81.950 646740 90.930 2197 0.019 0.645 W.900 13.150 13.870 29.200 52.720 -0143 0.010 2649 24-2 26.820 1334. 22.500 -105.1. 1096300 2356. 7129 0.023 19.350 80170 11.040 -57.510 52.960 1436. 3.327 0013 28020 24-2 2 26.010 129.200 22530 -116.4. 110.600 228.3. 15. 0.025 18.800 70.240 11.030 62.930 53620 140.7. 3248 0.014 26.010 24-2 3 19.6 30 99 ]80 -32.890 -664-0 -119.2. 89.8. 3307 0.017 29.120 130.000 -59.130 -1200200 -216.500 148.500 5.192 0029 29.120 24-2 10..0 77.320 15.100 -..210 -59930 104100 -3490 0.020 7.215 1296600 40,370 A 600 -115.100 183.900 -6.63- 0..5 79215 24-2 5 10.740 78.020 -45.300 -36010 -30.330 11098. -3578 0.024 ].209 130800 -80.700 654. 416.0. 1883. -6.801 0.040 7.209 24-2 6 10.8. 78.720 15.490 -11..0 830 116.9. -3864 0.1 ].210 131.9. 41030 -22.000 -116800 192600 b.%7 0046 1210 24-2 7 13.740 85.670 -49.270 120. -]4970 92.120 -3523 0.030 12.650 t-2.900 46.480 19.510 -1.3. 148.600 -70.051 12650 24-2 8 11.8. 89.460 46ASO 32..0 52.520 80650 -261. 0.033 9.84] 148300 -19830 539. -1126. 1317 -5.126 0.056 90084] 24-2 9 11.340 90.270 15.540 56520 53..0 79330 -0446 0..6 9.095 1464. -78.830 %.330 -114.100 12461. 2271 0.080 9.5 24-2 t0 10.840 85,7% 44.620 79.980 65080 69.730 1.301 0..9 8028 142.400 -77.3. 137.000 -118.1. 1..000 0.583 0065 8..8 24.2 I'll 11 8.955 7-4]0 -411W %.930 -]8.540 46287 3 .046 0.1 5.135 124000 -72470 170000 -1420. -8942 3.433 0.9 5.135 ME 74 VWi F-i Door K W Design Des p Sinp Forces Marc P Max Marc P Max p Max P Max Max Min I.P. Min P Mn Min P Min Min P A9n Min ID Seclian Axial Va6iCel BerM ng E To Dp6m. p, Twi.(WP DZ., SBear Anal V.j Bendg Torsion DOW Twi91pP DeOeclbn A) (Kips) (Kips) (ldp-II) Bend II/ 6..d ) taps) WM) (Kips) (ld181 (WIN Bandn9 8) 6nc0es) 21-3 1 3218 -8.943 -73.710 -81.470 .103.700 3329 0.033 24.460 .8.206 -16.010 -122600 -156.200 -116.500 -1A85 0.068 21:3 2 -0.418 -10.S. 13.490 -29.510 -54.550 9.683 0.033 20.750 -11.550 -20.810 -8.380 17000 61.22(1 14A60 00]3 21-3 3 1949 -9.545 -14.600 9.836 -52.410 11.450 0038 25.020 4.723 -18.090 -12.840 32.510 -53.1]0 24.850 0.083 21.3 4 3.211 -.715 9470 16.220 -51.030 11.950 0.041 28.690 ..540 -129]0 33.830 47.370 -50750 2].850 0.096 21-3 5 8398 1.001 21.880 15.960 -31.200 9.808 0045 28.7]0 1749 -7200 56290 0420 .25.070 23070 0.107 21-3 6 3.133 -2989 32140 13.690 2.141 7.895 0.048 27.250 1.241 -5.352 75.060 36.000 17.670 19.130 0.112 213 7 4.019 Q335 31.240 ].260 0.175 2.755 0.04] ..140 -1.343 0.160 77.]90 18360 15.480 7.436 0.1W 213 8 4.325 1.826 31300 4.715 3045 -2.183 0.012 16.750 1.012 4.633 69.870 -0.062 18.110 -3.96] 0.037 21-3 9 3928 54]1 34.710 -10.570 4.675 -15.080 0.018 1.966 2.023 ].3]5 45.610 -14.060 9.900 -19900 O.WS 21-3 10 3.242 11.010 25.890 -256]0 8.185 -21.250 0.068 3.130 2.064 4.544 11.000 -109]0 3.719 .8.915 0.020 21.3 11 3.375 15.420 ].281 . 37.150 -1.944 -32.130 0.016 -1411 1.735 6.398 3.150 -15670 -1.075 -13.390 0.006 22-1 1 -0.237 11AW 155.000 45.110 76.450 -33.490 0.017 30.360 -0.]27 18630 211.200 50.460 104.600 46.920 0020 22-1 2 -1.167 25.190 1MBOO -44.360 61.800 -22.820 0.015 -22.510 3.006 35.090 139.800 -3.110 93AW 31.330 0018 22.1 3 -20th 24.]20 85.700 -48910 55.570 -21.700 0.013 -21.230 3.258 34.100 116.400 6].060 ]5.190 30.010 0.016 22.1 4 -2.072 24.260 74.470 47.690 48.740 -20.570 0.012 -21.390 -3.326 33.420 100.900 -5.410 65.690 -28.670 0.014 22.1 5 -2.166 23.780 63.480 16.2(10 41.]60 -19450 0.010 -21.550 -3414 32.720 85.730 -3.390 56010 -2]310 O.Ot2 22-1 6 .2.293 23.160 52620 -u.310 30.410 -18750 0.008 -21.550 3.601 3t.BW ]0.010 -0920 15840 -26.170 0010 22-1 7 -2.]86 19.240 35.870 36.950 21.990 -16.760 0.005 -20.420 4.303 29.920 55.]90 -57AW 34200 -26.0]0 0.59 22.1 8 -3212 18.030 27.150 -34.750 15.050 -16.690 0.004 -19.310 01 -4997 280 42230 -51.060 M.420 -2%0 0.00] 22-1 9 -3655 16.830 19.370 B.60 -16.620 0003 -18.210 -5685 26.180 30.130 -50.590 13480 -25880 0005 22.1 10 4.022 15.680 1 .4]0 §11 3.180 -16406 0.002 -16.910 -.256 24390 194W 46350 4.947 -25.510 0003 22-1 11 -.821 13.270 11.2. -32.]30 6.176 -15.280 0001 .15.170 -10610 20.640 17.450 -50.910 9.607 -23780 0.001 231 1 9.280 -33.090 43.310 -102.500 28.000 104.300 0011 0.]22 5985 -21.270 27840 -5.880 18.000 4].080 0007 231 2 0.937 -14AW 27.250 -133400 10.170 -100.500 0.032 14650 0.314 -15.720 25.860 -121.300 53. -90.]30 0.030 231 3 4.911 -3347 82.630 -112200 28.620 -11091. 0.058 10.220 2872 -3.214 53.810 -7320 17.240 -70760 0.036 231 4 16.590 -189520 488]0 -72.020 01.610 33.860 0.076 16.170 9.274 -12790 317/0 -42.400 46740 -54.670 -a 231 5 6.654 -29,450 60.9]0 18.860 57.810 -33.]30 0.1 17.660 3.132 -19.050 39.360 11.706 33.240 -24.110 005] 23-1 6 -11.920 -16.1]0 63.030 31.090 -12,460 59312 0086 27.150 .18970 -25280 100.100 51.480 -21.520 14.050 0.102 231 7 -8.546 02]8 6] 420 32.210 22.930 27.640 0067 28.020 .13.7. 1.209 104.200 56.960 36.]60 49390 09107 231 8 -19.620 6623 BODO 58.]10 -12.650 38.490 0060 26.660 32610 115W 124.]00 100.200 21.3]0 65.830 0.109 231 9 21.8% 3695 71.600 36320 -22.7. 42410 0.066 10.330 36.]]0 6.K9 112806 59.070 -3].220 ]0.]06 0.105 231 10 -13.570 ].338 67.090 56720 -1.780 43.406 0M 2.094 -24930 12.006 100.000 91.1W -29676 69620 0 W7 231 11 -9.019 '0020 27.110 30.706 -11.930 41 An 0.054 2.304 -17.760 167. 39610 81600 12.570 ..360 008] 24.1 1 1.251 0.145 2.561 3.559 0.0?2 -5970 O.W1 -S.W9 -9.865 -0.W] 6.2]4 20.670 0.291 -14610 OW1 24-1 2 -9.981 1.590 5.735 -2.133 .11.850 6213 O.W5 -14.]]0 -23.260 4.026 13.720 -5867 -25550 15.240 0012 24-1 3 -7.950 -2.563 -.373 -.261 -21.170 -4.243 0010 -0.503 -20.330 -6A. -2.124 -17AW 38.706 -10.120 0023 2d-1 4 -12.950 -0.698 6765 -1.831 31.370 -2.576 0.012 -15.210 -31.170 -1.661 11090 4.266 40.960 -.394 0.029 2d-t 5 0.511 0.920 4.195 -0.193 -23360 .0816 0.013 -15.590 -12.WO 0.557 9.486 194% 38.300 -2.504 0032 24-1 6 19.250 5.070 4.806 -5.061 -8.983 3.302 0019 -10.650 11.430 5351 69]6 -4887 14040 3925 0.027 24-1 7 51.410 -1.191 10.100 -1.861 NNW 11.810 0.029 0.834 31.990 0.090 3W3 -0.901 51.020 5.312 ..Of, 24-1 6 86.040 10.020 -5.T]9 11470 77.310 17.7W 09025 0.217 39.910 4.825 -4478 5216 40910 7.908 0.010 24-1 9 WOO 9.148 -104W 4].830 BB.BW 19.0 09020 4.188 50.580 46% -7.687 22.260 499270 8.716 0.000 24-1 10 86.230 17.306 10.610 ]2.830 21.6. 18030 0.016 5.255 51.940 8.540 -22780 34.630 7.7. ].206 00.7 24-1 11 100.506 26.210 -81.906 86.740 90.880 2197 0.019 0645 06.900 13.150 13.870 292W 52.720 0.010 24.2 1 133.406 22.600 -105AOO 106.306 235.600 7.729 09023 19.350 06.]]0 11040 -5].510 52.906 143.606 332] OOt3 24-2 2 129.200 27W -1164W 110.606 228r3OO 7.580 0.025 18.906 78240 tt.0. -2.930 53.620 140706 3.248 0.010 24.2 3 130.000 -9.160 -120.200 -216.506 148.500 -6.192 0.029 19.630 78990 -3298W -66440 -119.200 89950 2 . 307 04017 24.2 129.600 0-370 -1 08.600 -115.106 183.900 -8.634 O.W5 10.680 77.320 15.106 -60.210 -59.930 104.7. -3AW 000. 24-2 5 106.606 -06.]06 4. -116.000 186.300 6.801 0.040 10.740 MN 15.306 -36.010 -W.360 110.800 -3578 0024 24.2 6 131900 -81.030 -22.060 -116006 192.600 696] 0.046 10 BW ]8.]20 45490 -11606 -06.830 116.900 3664 002] 24-2 7 142900 -86.406 19.510 -138.306 148 fi0O -7.206 0.051 13.740 85.670 49.2]0 12000 -749]0 92.120 -352] 0.030 24.2 8 148.300 .79W0 53980 -112.600 131.106 -5126 0.056 11.850 69.460 48.1. 32.080 -2.520 06.850 -2.196 OW3 24-2 9 146406 -]0.806 96.3. -t 14.106 124.106 -2.271 O.WO 11.360 88.2)0 15.540 56.520 -63.090 79.350 -0466 OWfi 24-2 10 142.400 -77.306 13]000 -118.100 103000 0.583 0.065 10640 85.7. 44.620 79960 -65006 69.]30 1301 0039 24.2 11 1249000 -]2470 170000 -142.000 -8.942 3733 O,W9 0955 74470 11.7. ..990 -78.540 4287 3046 0041 H6 TT Val's Fran D NE LM Daaign Design Slnp Faces ID Seclian MuM I.P. SM1mr MazM Mal MaKM MaxM MmM Vmic& 8.~V Tagm MazM -M MaaM M1Mn mlf'. Dphl. Twist (W De6eclim Sheaz rvv Atlg Vmkal Bendng Tarim Dphm. Twig (kp- Deaection (Kips) (Kips) (Kips) (W") (IGV8) BmrB 0) (inmael K (Kips) (KIM) (YV 81 Ilup-8) BmFn9 8) IincM1asl 2S1 t 9701 12 _ -2 275 -150 12.500 -125.000 -12090 -101400 . 0.014 ].0]6 -1.359 40.150 7.231 -74.980 .7.241 60.760 0009 2S1 2 . 14 110 . -729] -60.850 12].600 -128.400 4.]52 -88.860 0.050 8785 -4.13] -3]960 79.440 -]6.890 -4088 -59.230 0.031 2S1 3 . 4.160 5428 40.850 239.200 -115.100 8.]55 -94.580 0.083 8.835 -3.298 -25.820 168.300 -69.600 400 49820 50 0 160 8.203 8 2]0 -56.710 -13 370 0052 0 069 25-1 25-1 0 5 15020 14.150 -).639 -11.180 -23160 290.200 -10.380 323.300 68090 :::12 700 7.419 -]1.8]0 -39.160 0.110 0.129 9.518 9.140 4.562 -8.967 -1 1 . -].236 201.300 -28.510 147 0 76 199 900 2 . 5090 983 0 . -2].650 -2115 . O.OBt 0088 271 25-1 6 7 11.810 -14.]10 8.816 -18.850 2.762 319.800 5.016 17.120 285.600 61.040 0.905 -11660 -0.300 31.410 0.139 0.111 7.T13 -9.274 5.911 -11.950 . . 2 9.833 179800 18010 138 300 . 35.910 070 56 . 4.994 -10 ]80 22.300 10.410 0.089 0086 261 25-1 8 9 5.353 ].315 -22080 31.000 216.900 96380 -18.120 8].360 070 49100 176.500 10]900 -13.100 63.900 O.t36 0.123 179 40715 . . . 14 -.020 -17.010 31.]50 113400 69.360 -8.119 41.080 890 490 -1] 960 52 430 31 270 76 38 0.079 086 0 291 1 10 11 8.298 -30.]40 120 051 -23 6 66.340 5].230 8]860 220 3.249 540 -39 32 -15.850 -7.492 63.260 24.210 0.10] 0.058 3.1]6 5.]99 -24.560 -36.220 . . . 53280 -81.240 9088 . .20200 . 38.910 . 0.091 2S 26.1 1 . 072 3 . -0336 . . 630 28.270 46.030 -26 1.180 44.060 ]WANE? 1.661 -0.256 -12.310 12.510 20.530 0600 19120 lINAME? 261 2 . -2028 36&9 . -8.820 12.620 ]3.560 -25.]30 75.000 0.011 -1.214 2.691 6200 5.894 110 6917 23 66.690 31 080 -1]890 48.310 200 2147 24 0.00] 011 0 26' 261 3 d -1.0]2 -3.022 -1621 -6.829 9.038 50.710 67.580 1.079 18.600 60.230 19410 2t 980 SS.BBO 37.050 0.022 0.030 0.872 0.228 -0.396 -3.305 51 . 1044 0 23.950 336 2 869 8 . 12,480 24 730 16.]60 11 380 . 15.530 3030 . O- 019 0 261 261 5 6 -2467 5.831 -8.676 5.737 13.280 14.310 47.PO 21.680 17.220 3.051 26.880 -20.950 11.660 -22.180 0037 0.035 -0.666 2.146 -28 13060 . . 18.300 -].55] JS710 43 960 . 21490 41 500 . -29.630 4 808 -26.020 180 -55 . 0.036 0049 26-1 261 7 8 0.956 -12.050 10.310 14.130 23.130 .7450 -28.920 6.528 -'8.950 -55410 -0.334 220 -35.970 -35660 0.027 0.031 5.296 .18.%50 . - 1 0 .]]0 21.970 -7.004 -26.370 47 210 1 12220 . -86.190 -116200 . -55.950 193 . 55470 -7] 880 0048 0 060 261 261 9 10 -6.930 -2.034 0.617 -1.576 1 27.840 7]0 -55.260 43.330 1.024 42610 2.051 -38.680 0.035 0.012 -].556 -1.721 4.51 0.751 . - 3.830 -100.200 -82050 880 138,400 -41 6 32] . . 2.112 -71130 889 -7 620 7 . 0.069 081 0 261 27-t 11 t 0.704 8.691 -2.05] 1 -74.990 -21.860 -1.012 53.960 -86260 5.231 -2.757 -10.440 -76.770 0.050 0015 1.331 1. . . - .1.6T/ . -0.610 42.630 31.950 -39860 900 60 190 40 178 . 4.272 6040 . -34.990 -36 590 . 0009 0041 27-1 27-1 2 3 8.587 8.673 .900 -88.940 -0.998 291 5 R 050 -76.030 10. 3.237 -]3810 0068 0.114 5.158 5.267 0.631 -1.630 3 42.1 . -42.180 2T7200 460 352 100 2] . -38.690 -26160 1.958 380 -1 . -34130 ]50 -30 0069 091 0 27.1 27-1 4 5 8.992 7.73 -4 -5.140 t2J 47460 -2.958 59.700 0150 0.1]4 0 714 -2] 8 33116 . . - -9671 385.500 30.380 . -1935 . 26.150 . O05 27-1 6 6.835 4.08] 6003 -53.390 0.185 4.178 4.09' 355.500 -25.]10 -3.960 580 11 2-1 ] 5.631 6.711 47 66.920 0.180 3375 4637 4 ]13 27290 301.900 56 990 22] 900 -25.170 -30 590 -7.675 -9 296 -1 -17]50 0099 27.1 27-1 8 9 6.343 2.676 0 360.100 -72.300 -6622 138.300 1]6.100 -72.040 -13.4]0 46.990 -10.8]0 -33.100 0.165 O.t31 2.418 1.720 . 4.257 45 . . 80.910 '13200 201 100 -165 800 . 46.310 16 390 . 4.990 -5 ]85 -21.280 -31 950 0- 0 112 2]-1 27-1 10 tt 3074 0716 6.902 115.800 -80.360 $1.1]0 -3505 135.100 -3]8.800 -74.060 -5.262 -10910 0.398 -32.270 0065 0.048 5020 3.396 . . . 63 -3.712 236.100 -605.000 -151.200 ] 5 00 467400 . . 7705 69 890 199 1 776 1 . OOBd 077 0 27-2 1 2.495 -1.872 -125.800 -393.800 268.900 -0.131 5.519 0.043 54]9 -1.911 .9 -229.300 - 0 . 79 . 34 000 . 0079 272 2 -0.639 -1.938 95.690 -150.600 BB.t30 0 .109 -t d 680 0.002 1117 -2.719 -1]].000 275300 84 ]30 90,420 143800 49 ]10 2.9 1 329 . - 0 191 00611 27-2 27-2 3 4 Zm -3.888 -1.956 -0.504 910211 40.320 36.0]0 43.050 63.950 -2.212 2.150 .236 6 4.]03 5.336 0.071 0.084 -3050 6.501 -2212 0.8]1 051 0 . - - 63.810 5.519 580 58 510 20 . 2180 15 340 . 9.051 919 0 . 4.883 1 679 0.058 046 0 27.2 27.2 5 6 -4.607 -6.853 -0.807 60.320 144.800 20.420 0.]41 -16.040 190.900 40.]60 1310 ].330 6.177 30.030 0.095 0.094 -4029 -3688 . 1.312 0 . - . -8.151 81.100 220 101 700 10 . 17430 620 25 . 6.402 2181 , 16.150 22 060 . 0045 0012 2]-2 2]-2 7 8 -2.]97 -1.751 1.834 -22.550 260.500 61.850 0.955 -0462 231.600 99030 1.821 52,450 0.236 67.600 0089 0.075 -2.070 -1.000 2.10 1.225 0 612 . . . 0.637 106.]00 500 T/ 810 10 . 42270 480 42 . 1.145 28.7]0 522 35 470 1 0.035 0.028 21-2 27.2 '9 10 J.'BS 1500 0020 0.'02 24.640 176.700 100100 46.920 183.500 129.400 0.711 1.353 83.310 87810 0055 0.030 -1.710 0.782 . 0228 . . . 20.510 71.320 53270 090 15410 16 ]60 16 . 0.808 -0 77] . 3].320 1] 300 O.Otd sNAME? 27-2 28-' 11 1 1.973 1.215 -0.282 -0.082 3].880 35.810 30.620 41.780 16980 -32.050 -1355 40.150 0.703 -12.350 aNAME? 0.006 1.069 0.550 -0.139 -0.026 . -28.210 9.026 760 79200 . 6.578 -1 66] . 0361 070 76 . -1]61 3155 0003 028 0 28.1 28-1 2 3 1.382 -0.506 0.019 -0.068 61610 170900 -15.]60 49.520 285.600 23.120 0.091 0.511 0.055 5.999 0956 0.100 0.406 -0.801 0.018 0.023 -26. -20630 121.200 780 100500 11 . 10.780 lt 960 . -0.264 0 )06 502' 4 286 . 0.016 0053 261 28-1 4 5 -2.053 -0.542 -0.670 -1.970 W.220 313.500 32.300 2820 316.000 -33.070 0.039 3322 9.056 10.680 0.137 0.164 -1.758 -2.390 18 -0363 -1.305 ' 00] . - 1.002 151.700 5168 136 900 . -14750 -0 261 . 1.0]5 -2 063 . 2675 -0.063 0076 0.081 26' 28.1 6 7 -2472 -1.826 -199646 9.593 321.400 9.193 -2.566 25.200 262.900 -2.921 -1.906 0.989 7.801 -0.613 09181 0.103 -240 -1.]40 . - -1.646 058 . 12.180 105.000 15580 Sfi 320 . -8.2]2 100 -22 . 0.018 1 171 -5.311 -16]60 0090 096 0 20-t 28-1 0 9 -0.625 1.018 6.128 -2.859 31.210 167.100 -2].160 33430 55.360 -]2.220 2.390 -21.000 2.562 45.040 0.199 0.189 -1.059 -0.679 -2 -2.978 363 . 11.900 -6848 10880 -84 300 . 67.360 -152 300 . 2.322 41.16p 160 2592 81 . O.12J 0 159 28-1 28.1 10 t' 1.011 1.5]8 -2.3]6 -1.891 20.930 -29.220 -135.900 6325 -38.910 -127400 1.808 40.130 1.236 -5].150 0.173 0.103 T1d0 2.152 -3 -2962 . -9638 -60.520 . -190.200 1.920 . -86900 . 0.189 NEW Veil's Front Dom NE Lid Design Mac V I.P. MexV MaxV MAtV MaxV Matt/ MaxV Matt/ Min V I.. h8nV N1l' V Mint/ nV Mint/ Mint/ Mint/ MacP1.. ID Se6bn Shear Anal Verliog Benbnq Torsion DI.. T wist (kip- DeWim St Adel V-ll Ben61g Torsion Dphm. Twig (Wp D mlim Sher (Kiln) IKiln) (Kips) (Wi ft) (ki,l) Bmdin ft) (in61as) fKgsl (Kip) (Kips) (WDA) (WpAI Bmbn ft) linches) (Kips) 25-1 7.876 -1.359 410AW ]234 -76.980 -7.201 60.]60 0.009 12.9]0 -2.275 -64.150 12500 -125.000 '2.0% -101.4. 0.016 ]876 251 2 8.785 4.637 37.%0 79.140 -76.8% 4.098 -59.230 003 .1 14.110 -7.297 40.650 12].600 -128.400 .6.752 -98.880 0.050 8.]85 25-1 3 8.835 -3.298 -25.820 118.300 69.600 6.203 -56.)10 0052 14.160 -5.428 40850 239.200 -115.100 9.755 -84.580 0083 8.835 25-1 4 9.518 4. -15.010 180.100 49.820 8.270 43.370 0689 14.810 097 23350 280.000 -77.0% 12 860 -6] 470 0.107 9.518 2Y1 5 9.140 %7 6%] -].236 201.300 -28510 Sim -23.650 0.%1 14.220 -10.840 -11.260 313.100 -x1.360 7.918 -36.780 0.126 9.160 251 6 10.170 -12820 2.776 280.600 5003 0.699 -2.576 0.122 10.500 -12630 0.743 265.200 2083 1.326 3.385 0.116 7.773 251 ] 8.816 -18850 17.]20 285.600 Bt.WO -t 1.860 37.410 0.141 5.911 -11.950 99833 179.8(10 35.910 6.894 22.300 0089 5.911 25-1 8 5.353 030 31.080 216.900 96.360 -18.120 67.380 0.136 3.79 -109020 18010 138.300 56.070 -10.780 60.410 0.086 3.79 251 9 6.799 -28.920 53.680 170.100 116100 -16.810 67470 0.126 6715 -17.010 31.750 113400 69.360 -8.419 410080 0.0]9 4.715 251 10 , 4.825 -31.140 47.930 43.540 85.2]0 -21.360 66.440 0.109 44048 -19.760 28500 36.790 56.350 -10.1% 40650 0m6 6048 25.1 tt 5.799 -36.22(1 53.280 -81.240 9.088 -24.200 36.910 0.091 6.051 -23.120 32540 -39.22(1 3.249 JAW 24.210 0.059 6.051 %-1 1 1.661 -0.256 -12.310 12.510 209530 0.800 19420 .-ME? 3.072 -0.336 -26430 28.2]0 46030 141W 44660 ANAME? 2.518 26-1 2 1958 4.992 6.016 37.70 -1233 37.070 0006 -3461 4.111 -9.64] 12.550 ]8.910 -26.800 81.]]0 O.Ot2 -3451 26-1 3 -1.621 9.038 W370 6].560 1.079 55.990 0.022 0672 6.917 23.110 31.080 2.14] 24.200 0011 1630 26-t 1 3 6829 18.600 80.230 19.110 21980 3]050 0030 0228 3.305 10,140 23.950 12.4&1 16.]60 15.530 0016 0.228 2G1 5 -8.678 13.290 14.310 47.770 21.600 11440 0.037 -0.846 -2851 8.334 2.869 26]30 11.380 3.038 0.019 -0.646 26-1 6 8.536 21.150 1432 314]0 -2].310 -2]760 0.043 1.319 8.397 11.770 4858 13.820 -19.050 -16.]30 0023 2.146 26-t 7 10.]]0 43.960 -]5710 61.500 4.808 .5$.180 OW9 0.9% 10.340 23.430 47.450 -28.920 -8.334 -31.220 0027 1487 26-1 8 1 18400 -306% -18050 -70.540 -46.530 -51.520 O.04d -18.750 21.970 -7.044 -26.3]0 66.1W 55.950 -55470 0.008 -14610 26.1 9 4.511 12.220 -47.210 .116.200 -7.793 -77.860 0.060 -6.930 0617 5491 -2]840 -66.]70 1024 -42.640 0.035 -5.583 2E1 10 -0.]51 3830 -100.200 -82.050 2.112 -]1.130 0069 -2036 -1576 1479 -55.260 -43.330 2051 . -38680 0.002 -1.022 2E1 11 -2.057 4.011 -]4.990 -21.660 5.231 -2.75] OAW 1.331 -1.67 6.32) -138.400 41.660 ].889 -7.620 0081 1.096 2.1 -0.610 -82:630 31.950 -39.690 -6.272 -34.990 0.009 8691 -1.012 -101400 53.960 -86.260 -10400 -74.70 09015 5222 27-t 2 -0.631 -62140 178.900 io, 6.060 -34.5% OWt 858] 998 -100600 291 -%.940 10.050 -74.030 0.068 5.158 27-1 3 -1630 42.160 2]].200 -38.490 1.858 -31.130 0.069 8673 -2.547 6].70 453.000 -83.510 -]3810 0.114 5267 27.1 4 5.510 -2.738 -2].460 352.100 -26.160 -1.380 30.]50 0.091 8.992 4.233 43.660 5)6.600 63.600 7480 0.150 27-1 5 4.741 -3.366 -9.87' 365.500 -30.380 -1935 .26.150 0105 7379 -5.%J -15360 569.600 4J.26U 40.6]0 0.166 49]64 27' 8 8835 -6.097 20.620 577.200 -81820 6.003 -53.3% 0.185 4.178 4.091 11230 355500 -25.]10 -22.580 0.1'1 41]8 27.1 J 5.634 6]11 4].800 691.1 Op 48.920 0.180 3.375 -4.637 27.2% -25.170 -18.880 0.108 3.315 27-' 8 6363 6534 94.920 380.100 -]2.300 43.470 44.980 0165 2.418 473 54.990 227.900 -30590 -17.7W 1 0.099 2.418 2]-1 9 397W 153.500 165.000 -101 400 6.8]3 -51.120 1.720 -4.25] 88.810 113200 dfi.310 -21.280 0.084 3.18] 27.1 '0 5420 4305 201.100 -165800 463% -5.785 -31.%0 0.112 3.074 115800 -80.360 34.'70 -10.910 0.065 4.395 27.1 11 3.3% -3712 234.100 685.000 -'5'.200 ].705 69.6% 0.084 0.]76 3.505 135.100 x78800 -74.060 -32270 0.048 3.138 27.2 2.695 -1.8]2 -125.600 268.%0 -0.131 5519 0043 5.4]9 -1.911 705900 467600 1.)76 007 272 2 -0.638 1.938 -95.6% -15B.fi0D 889130 0409 -144W 0.042 1.117 -2719 -17]000 -275.300 143.800 2,979 -36.000 -U 0.079 -0639 27.2 3 -2.218 -1.461 -58.130 41.610 31.960 0.855 Ot23 0040 -1428 -2643 -110600 -54.1% 66.720 4.662 0.085 -2.218 27-2 d 4&4116 0.427 -34.440 7.073 6399 3691 0.018 -509) -0.318 68,6]0 43010 -1.fi78 7.828 6.033 0092 6.501 27-2 5 4.029 -0051 -20.580 58510 !5340 0.919 1.679 0046 4.607 -0.80] 40.320 144 00 .0 28420 1360 6.17 0.095 -5812 27.2 6 -3.688 1.312 6.151 81.100 17.430 69402 16.150 0.045 4.853 0.741 -16.040 190.900 40.)40 7.330 38.030 0094 -5023 27-2 7 -2.070 2100 410.220 104.700 25.620 2.181 22.860 0.042 2.787 1.834 22.550 240 50 .0 61.850 .1 182 52450 0.089 -3220 27-2 8 -1404 0.51] -0.296 202.]00 84.960 -0.146 58.000 0.063 -1.618 1.905 -0660 162.800 65.]50 1.781 14]60 0055 -1.618 27-2 9 ].185 Od20 24.640 1]6.)00 100.100 0.711 83.340 0.055 -1710 0.612 10.580 7].810 424!10 1.522 35470 0.026 -1.952 272 10 1.500 0.102 48.920 163.500 129.400 1.353 87.810 09030 0.782 0228 200510 71.320 530270 0.806 37.320 0.014 0.942 27..2 tt 1.973 -0.292 37.660 35W0 38.620 -1.355 0091W 4NAME? 1.069 4.139 x8.090 15410 16760 -0.777 11300 pNAME? 1.069 20-1 1 0.550 -0.026 -28.210 9.026 -8.578 04361 -1.781 0.003 1.215 -0.082 -61.780 18990 -32.050 0.]03 -12.350 0006 0.594 28-t 2 04% 0.W8 -26.]10 ]8200 -'.66] -0070 3.455 06028 1.382 .0019 6'.810 170.900 -15.760 -0.034 0055 0.056 0.297 28-1 3 -0.801 0023 -20.- 121.200 10.7 fi0 -0.260 5021 0.008 -0.506 -0.068 -s9.520 265600 23.120 -0.511 5.999 0.100 -1.233 28-1 d -1]58 -0.363 -11.780 160.500 ii w 0706 4.266 0063 -2.053 -0678 -30.220 313.500 32.300 0.839 9.054 0.137 -1.]58 28.1 5 -3717 -2030 2.803 236.000 -22.950 2.917 4473 0.116 -2.390 -1.305 1.902 151)00 -166150 1.875 2.875 0,076 -2.390 28-1 6 -2472 -1.W6 9.593 321400 9.193 -t.9% ].801 0.181 -20]9 -1.00] 5468 136.%0 -026' -2.%3 -0063 O.OW -2078 28-t 7 -1.626 -2 -1 - 25.200 262.900 -2.921 0 %9 -0.413 0.193 646 126180 105.000 -8272 -0.016 0.090 -1,740 26-1 8 -0.625 -3.128 34.210 16].100 -27.160 203W -21000 0.199 -1.059 -2.058 15.580 56320 -22.100 1.174 -16.]60 0090 -1.059 28-1 9 O.B22 -3302 35350 5'.260 61.950 2.900 -51 $6D 0.203 -0.154 -2240 '6.700 0.1% -51.110 1.]59 -33.320 0.0% 0.154 28-1 10 2.182 -3.101 23.260 -13.000 -168.500 2.361 -85.820 0.20] 0.733 -2.1]5 6991 -41.330 9].910 1.fi66 -52.180 0'02 0.133 28-1 tf 2.858 -1965 t3% 46.850 -179.200 0.900 -74.870 0 91]8 2452 -2.W2 -9.838 -60.520 -198.200 1920 -88.900 0169 1.576 Desgn SIOp F- o4L" Val's Front Door NE Lid Design Mu Max Max P Mix P Max Max Mu Min P I.P. Min Mn Min P Min p Min P Mn P Min P ID S-Im I Axia Valica S"n9 Taaoo Dphm. Twls (Alr DeAecliai Shear Am Vmka Bend119 Torsion DIMm. T wist (kP DeAeclion IKips) (fdPAl (WD A) 8ald A) finches) (Kips) (Kips) 1M.1 NO) (WdA) Bend AI (inch-) 251 1 -1.359 -60.150 ].234 -]4.980 -7.241 -80.]80 0.009 12.970 -2.275 66.150 12.500 .125.000 -12.090 -101.600 0.014 261 2 -4.437 -37960 79.440 ]6.890 -4.098 :59230 0.031 16.110 -7.297 9,650 127.60) -128400 6.752 -99.840 0.050 25-1 3 -3298 -25.820 148.300 b9.W) 6.203 -56.]10 0.052 14.160 75428 40.850 239100 -115.100 9.755 -94.580 0083 25-1 4 -4.562 -15.010 160400 -69.820 9.2]0 -03.310 0.089 15.020 -]438 -23.160 290.200 -81.%0 12.700 -]1870 0.110 261 5 6967 -].236 201.300 -28.510 5.090 -23.650 0.081 14.150 -11.180 .10.380 323.300 46.090 7.479 -39.140 0.129 25.1 6 -9.274 0.762 1990900 2.147 0983 -2.175 0.088 11.810 -14,710 2.762 319.800 5.044 0.905 3300 0.139 25-1 7 -11.950 9.833 179.900 35.910 6.894 22.300 0089 8.816 -18.850 17.720 285.600 61.040 -11860 37.410 0.141 25-1 8 -14.020 18,010 138.300 56.0]0 -10.780 40.410 0.096 5.353 -22.090 31.080 216.900 94.360 -18.120 67.360 0.136 261 9 -17.010 31.]50 113.400 69.360 -8419 41.080 0.079 6.]99 -26.920 53880 170.100 116.100 -16810 67.770 0.126 25-1 10 -19.760 28.500 36.]50 56.350 -10.190 40.650 0069 4.825 -31.140 47.930 43540 95.270 -21260 66.440 0.109 25-t 11 -23.120 32.540 -39.220 1249 -7.492 24.210 0.058 5 799 -36.220 53.280 -81.240 9088 -24.200 36.910 0.091 261 1 -0251 -22.320 24110 39.190 0880 37.590 4NAME? III 2583 -0.398 -19.150 19AW 31.960 0.933 30.200 ANAME? 261 2 4.111 9.667 12550 78.910 -28.8(10 81.70 0.012 -0.345 1.959 4.992 6,0161 37.]]0 -12.760 3].0]0 0006 261 3 63fi9 6.171 MAW 39.450 3.287 30.180 0.015 .1.528 -1.63] 8.296 46.570 62.560 0.395 52400 0.020 26-1 d -3.305 10440 23.950 12.480 16.]60 15.530 0.016 3.022 -6.829 18.600 60.230 19.410 21.980 3].050 0.030 IF 5 -2.851 8.334 2.869 24330 11.380 3.038 0.019 -2.467 13.280 14.310 47.70 21.680 11.440 0037 261 6 13.060 18.300 -].557 21.490 -29.630 -26.020 0.038 5.831 5.737 17.220 3051 26860 -20.960 -22.180 0.035 261 7 16.080 MAW -]3.810 -44.990 -12.860 48.560 0.042 6.977 ].327 36.140 -57.990 -51.880 -2030 44170 0040 261 8 23.110 -5.407 -23.700 -89010 -58.520 6,410 0.054 -12.050 14.130 4.528 -16950 -55410 -35.970 35.860 0.031 26-f 9 4.861 11.430 42.280 -102.900 -9.173 -]0.180 0.053 .10.220 0.034 6.810 36.090 -90.930 3.324 -55.4]0 0 .W7 26-1 10 -0.191 3.638 -90.620 -74.580 1.512 -64.200 0.061 -3.206 -2.510 1.799 -]1.310 -55010 k 3.051 -50230 00% 26-1 11 -0.992 -4.980 -113400 36.5]0 5.946 O.OW 1.085 -3.199 3.286 -116.]00 ola - 8.137 4.289 0078 27-1 1 -0.660 b2.630 31.850 -39680 0.009 8.691 -1.012 -101.40D 53.960 -88.280 -10440 -7670 0.015 27.1 2 -0.831 -62.140 1]8.900 40.190 6.OaO 0.041 8.58] -0998 -100.600 291.900 -85.940 10.050 -74.030 0068 2]-1 3 -1.630 42.160 2]].200 -38490 1.958 0.069 8.673 -2.547 67)]0 453000 -83.510 3237 -73.910 0.116 2)-1 4 -2.]38 -27.460 352100 -26.160 -1.380 0.091 8.570 4.260 42]20 54]700 40.690 -2.146 41830 0.141 27-1 5 -3.386 -9.871 365.500 -30.380 -1.935 0.105 7.379 -5.26] -15360 568600 -6].260 -3010 406]0 0.164 2]-1 6 4.091 11.230 355.500 -25.710 -3.960 0.111 6498 63W 17 d]0 552.900 39990 6160 35.120 0.173 27.1 7 4.63] 2].290 34.900 -25.170 -7.475 0.109 5.250 -76212 42460 4]4.300 -39.150 -11.630 -29.3]0 O.t68 271 8 4.73 x4.990 22].900 -30.590 -9.296 0.099 3.]61 -7.424 8565% 354.400 4].590 -14460 -2]620 0.153 2]-1 9 -3.828 123.900 127.300 -859]0 -6.543 0.113 2.67fi -6.622 138.34 176.100 -72.40 -10.870 33.100 0.131 2J-1 10 -3.044 162.500 -139.000 35.000 -6031 0.090 4.782 6.069 180.200 -125000 53.150 -8.185 16.9]0 0.102 27-1 11 -2.544 189.100 -558.7W -126.500 7.572 0.068 1.20] -5.452 210200 -589.200 -115.200 O.Bt9 -50.190 00]6 2]-2 -1.287-18].400 -5]4.600 37.]00 1.263 0063 3.891 -2913 -195.500 -812.600 418.300 0203 8585 0.067 27.2 2 -1.939 -95.690 -158.600 88.130 0449 1 OW2 -0.993 -3.015 -148.900 -246800 13].100 0699 22.530 0066 27-2 3 -1.461 -58.130 41.610 316W 0855 0.044 -1.428 -2443 -110600 ..1% 46.71 2635 -4,662 0085 27.2 d 0.611 43810 5.519 2.180 9.051 0.058 -3.888 .0 SW 63.050 x3.950 -2.212 6236 5.334 O.OW 27-2 5 0.166 -26.330 ]t 150 19.]00 1.133 0.059 -3.53] -0.937 -35.960 13].300 25.810 1.211 6173 0.088 272 6 2.140 -10390 99.]60 21.170 9.125 0.057 -4.052 0.244 -14.]00 179.)00 38.490 5.6% 35.960 0087 27-2 7 3.288 -15900 162.900 39.850 3.392 0065 -2.107 1.134 -19.140 205600 53.310 1.094 46,930 0075 27-2 8 1,905 -0.680 162.800 65]50 1.181 4 4 O.D55 -144 0.547 -0.296 202.)00 4940 -0.146 58.000 0.063 7-2 9 0.858 13050 96.390 51.310 2:410 0.032 3.039 0.213 23160 165.600 95.150 0.178 78 . WO 0.051 27-2 10 0,366 25330 8]790 4.030 0986 0.017 1404 0.019 44.030 153.)00 123000 1.246 83.080 0028 27-2 11 -0.139 16.090 15.410 16]60 -0.777 4NAME? 19]3 -0292 37.MO W0 38 40.150 4NAME? 28-1 1 -0.022 35.050 11580 91] 0411 0003 1189 OW 578815460 06]3 0005 28.1 0093 -32.630 -0.725 -0.109 0.032 1147 -O.WO -59.160 159.100 -16.320 .0.0]0 -0935 0052 28-1 3 0.056 .25060 150.900 13.160 -0.335 0.057 -0.247 -0.089 -46.850 24].900 21.680 -0169 4.993 0093 28-1 4 -0.363 -11.]80 140.500 11.960 0.]06 . 0.063 -2.053 -0.6]8 -30.220 313500 32.300 0.839 9054 0137 281 5 -1.3]5 1.802 151.700 -14]50 1.875 2.875 0.076 -3.717 -2.030 2.803 23fi.000 -22.950 291] 4.473 0.1tB 281 6 -1.00) 5168 13fi.900 -0.261 -2.063 .0.063 O.OW -2.472 -1.- 9.593 321400 9.193 -1.906 7.801 0.181 28-1 7 -1.46 12.190 105.000 -8.2]2 -0.016 -5.3]1 0.090 -1926 -2.566 25.200 262900 -2.921 0989 -0613 0.193 2 8 -2058 15.580 56.320 -22.100 1.1]4 -16.]60 0.094 -1647 -3201 24.240 87610 -36.380 1.826 -26.0]0 0.147 281 9 -2.240 14.]00 0.1% -51.140 1 759 33.320 0.090 -0240 -3,44 22.8)0 0308 -]9.550 2736 -51.40 0.152 261 10 -2.175 6.991 -41.330 -97.910 1.686 -52.180 0.102 1.140 3.393 10.880 b4.300 -152300 2.592 -81.160 00159 281 11 -1,691 -6.325 -36.910 -127400 1 .23x -5].150 0.109 2452 2 W2 9838 -80520 -198.200 1920 88.900 O.t69 DesiOn SInV Forc. Nip Vail's From Door NF lM Oe T pasipn Strip Faces 10 Section Maim I P. Sher - Anal Marts Bentin9 Marts Tavm M M M M I-M Min MI.P. M Dphm. Twist (kp DeA Ic Shaer Anal v.L BanS Tm-. Ophm. Twist (Y'p peAeclgn . (Kips) (Kips) (ul*a) (w,ft) Belli A) Roches) (Kips) IKips) (Kies) hiyAl (kiD-A) Ben6n A) linchae) 28-2 1 0.]1] -2.195 -56.240 -12.110 0.]36 -10.030 0.109 1.115 3.415 -28.]30 8]1- -18.030 1.144 -15610 O.t69 28-2 2 0.]19 -2.201 -12.150 -11,350 2455 -9.936 0.116 266 -27.710 7.105 4.)36 0.223 28-2 3 3.358 -3.095 150.800 ]30 2.]91 ]465 0.232 1.381 -1996 -29.560 92200 0.255 1.921 4.5W 0.123 28-2 d 3.924 -2.663 362.300 3 20.970 -0.138 8.862 0.23] 1.811 -11.]19 -2fi.1) 202.]00 8.29] 0.558 0.575 0.129 28-2 5 6248 -2141 497.000 16.590 -3412 5,616 0238 2.142 -1.396 -13.060 293.000 0 32)600 10.980 11 550 -1221 3947 6.258 4 36] 0.131 128 0 28-2 28-2 6 ] 4.260 1 -2.149 568.]00 -0.]17 -2.3) 15580 -13.950 6.036 -0.]88 5.838 1.510 0.230 0.210 2.168 2.918 -1.401 -0.551 -1395 13.680 358.300 . 1003 13 310 -0.269 1.8 -2 . 8.516 011 6 . 0.118 099 0 28-2 29-2 8 9 4.632 4.749 -0.930 -0.573 569.500 463.500 -1.507 -12.090 4.314 -0.186 6.23] -11.240 0.1]6 OAW 2.543 2.611 -0.605 -0.36] 28.180 338.300 64.690 2]5.900 . 6 . 2.223 . . 0.0]6 28-2 10 4.960 -0.17] 289800 -18.160 8.28] -13670 0075 2.800 -0.114 63.520 172.900 8 3.498 1, 6.123 0.013 28-2 11 4.9]3 -0.1]8 33.730 -20.680 5.691 -13.600 0.013 2.807 -0115 63.]20 19.610 3.265 6.211 0.008 -210.4W 0.]13 -143.500 0.012 ..222 018 -20.420 21.010 0 OAW 84.]) 0006 29-1 2 -1.381 0.12] 131.700 -196.600 1 -0)] 0037 -15.930 69340 3W 0 1.155 1861 811.590 9 030 0 0040 .220 2.2]2 0.392 0.818 20]6) -169600 -89.510 3.018 -1).]) 4.53] -53.030 0082 O.1W -tA) O.t2 0331 8.6- . 03]5 103.100 1 600 2 t 0 0 . 27) 22.620 2 0]2 023 29-t 5 11 -0.613 0.129 0.544 -0.313 231A) 6649 252.7) 9.7- 22.]93 2.805 1.]88 -21.820 5.913 0.12 0.140 -0.616 337 0.150 -0.297 1 -0.248 . 4.938 120AW 600 540 105 0 . 1.18] 1 210 OWB OW9 .-1 291 ] 8 0.111 0.6]5 -0.740 27.080 228.100 821 57.610 157.200 18.000 109- 1.501 1207 18.660 11740 0.142 0137 -0.189 0.114 -0.-] . 15 29.34]0360 1 15230 8 0 . 1.02] 0.035 -11 0066 29-1 9 10 1.088 517 0 888 93060 15.280 ]0240 -96 2- -5177 -91 920 0.631 0527 8.610 -15810 0.125 0.052 0321 1.320 -0.616 -0.736 462 0 143.3) -183.7W .0 IM -11.)0 0.100 291 11 . 0.682 . . -0.315 1123) -299.9) -1944W 0.351 5066 O.Od6 1..65 ..409 231.800 804800 3]1.2) 32680 0)5 292 1 OS) -1.4]0 -128.6) .15.500 -1630 0.094 4.634 0018 1.939 -2.914 -261.]) 81707) 223 900 36.910 213 9) 45.11. 6) 60 O.IN9 0 130 292 292 2 3 1.188 2.033 -1.287 -111.900 -120.)0 -2r693 .'7'L' W 176.500 82080 40.110 0.091 2.105 12.3) 4]50 2 0.066 0.163 2.683 0.W7 -2.359 -1.3]5 9 . -228.300 - -85.980 ]8.)0 590 19]4) 55 . -3.846 1 89] J . 6.662 10 050 . 0-1 0 095 292 292 4 5 2.1]3 2.324 -2.350 -104.2) 403.1) -52.8) 568.900 39.]10 36.950 0.659 -1.015 1 .]20 4 36.3) 0.188 0.201 0.815 1.022 -120 -1.014 - . -31.160 278.7) 3 6) . 1391140 253. . 15.2) 20 210 . O 1106 01W 29-2 29-2 6 ] 2.416 2.551 -15.140 631.)0 14.5) 641.3) 32]20 -1.939 31.030 0.206 1.165 1 -0.833 -0.6]4 1 -12210 3 487 31 33 )0 . 23.3) 25 0039 29-2 29-2 11 2.669 42.900 5]9.) ]0.200 450.)0 25.9) 1].330 -1.546 1.4. 21.350 15.730 0.181 0.118 02 . ..512 10 32.480 340 30 . 25.4) 450 22 O.Wt 0032 29-2 29-2 1110 1 .9] 1.313 102.000 250.000 10.280 39.21) 4.985 -172.8) R- . -2112 I)- 8.56(1 -1.082 O.W2 0.)1 21.)9 0221 . 29.0]0 -1.516 -2111.300 080 9 870 60 . 0954 8 615 . 26.670 11 8) 0)1 0 041 30-1 30.1 1 2 2.181 0.13] 21.]30 .0.920 -2.)7 34.210 -13950 3.9 -13.5) 8.201 4.8]0 0021 0.017 4.11 0.679 0.651 11160 . 00.290 0 -6.9]9 140 . . -30220 -25660 710 370) 25 . 6.210 35 . 0.0. 0 027 3P1 361 3 0.145 -1479 -72.530 -0.210 -]54. -17.730 -13.6) -14.310 3.092 1.3. 0014 0011 0.759 1.002 11A- 1-0 .055 -1.616 -154.0) 4 - . -23280 -27.0]0 697 -102 800 6 0.269 870 38 . 0.020 0 1 8 -12130 81.820 -12.280 69.010 -51])0 3.326 2.4. -19.6) -22.090 0013 0)6 -1.348 -0.090 -0.133 . -215 0 -21.750 -1).1W -100.4) 910 -]8 510 89 . . 5.603 43.390 28.1 -45 ]30 . 0.011 0 008 -t 2 3 0154 0.2]9 -10 -3.933 )9870 -2]. 0.819 0..97 .23.360 -12.810 0801 0003 -1.276 MI3 588 . . -21.030 900 -7t%() 52.6) 80 43710 -52 560 . 1.865 -24.650 520 5683 -24 . 0)5 0 )3 )-1 )-1 2 210 -0811 .878 -3263 -21.6) -16950 -28 8.84 2.897 2.470 -12.7% -13]40 0. 0.)11 433 1 -2.148 -].5 -2355 -16330 1510 0 24 390 . -1].130 4679 5293 470 5 . -26.350 1 -28 . 0)1 0 )-1 5 -.828 -0.121 -10.610 -12.500 -2.308 -095) -2).3) 194.]W 2.281 I- -14.690 -5.918 01100 0016 -0099 - . -2.342 -21.29 .893 -182.300 -5137) 403) 410000 3 . 1.463 08]6 9 69410 . 0W3 0 098 311-1 1 44 1 -0.170 -0.221 -82.5) -131.9) -54.820 401) 165.1) 92210 0.1]1 0.2]5 20800 20.310 0.018 0050 6) -0.847 -129 -116200 2 85280 82.3) 650 6]0 49 0.427 -0 018 65.860 26 870 . 0.0]8 0 052 311-1 31.1 4 -76 6 0 13W 706) 621) -1.549.]80 14].8) 110.)0 ]1]10 ..235 601 35.310 0,1W -0.520 14 .182 -30.250 25 -02175390 3) . 3..120 211-0 . 0.057 0679 . . 31- 7 76 2.119 2.398 -24410 2102) 3428 24.470 1.1- 431 15 280 115. 1 0) 594 4 284 1 -8 401 O D4t 31-1 9 50 . 0.2- -2.503 -220. 214- 188.8) 520]0 132.]) 0.13] ]]42 2.990 1.)] -20.8) -14.1) 0.0]9 0.048 -0.018 8 02167 .552 -141] 14900 112. 334]0 85.320 1 951 . 4.9]7 000 112 . 3.155 . 788 . -9.124 -26 210 . 0.031 0 0321 31-1 311-1 10 11 0.536 0.622 -3.543 88.1- 21.760 -3.566 76.2W -112.2) -91.120 32.]) -518] -141) 5.9) -3150 0.031 0.)] 1.9]2 2596 -5611 -8.934 . - . 81450 1339) -224.000 16.950 . 11.3]0 . -19.210 . 0.014 V.N F- Doan NE Lid Design M V ,.P. 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7.119 2321 -20.930 0.118 -0 .613 29-1 6 -0.524 -0.462 7.681 187.300 19.550 2313 5647 0.105 0.241 -0.214 4sW 212.600 18.600 1.292 4.703 0.117 0.241 241 7 0.414 -0140 27.080 2280100 18000 1.504 18660 0.142 6189 -0.538 156W 105.600 5206 1.210 6.938 0.- -0.189 271 8 0.675 =0221 57.610 157.200 10.950 1.207 11340 0.137 0.114 4607 29.340 70.360 -2828 1.027 0.035 0.0136 06114 241 9 1.036 -0.868 93.040 45.280 -53.750 0631 5618 0.125 0.321 -0616 46310 15230 -38.620 0709 -11.]80 0060 0.321 29-1 10 , 1.320 -0.736 143.300 -163.700 -160.800 0499 -11.090 0.106 0.517 -0.533 70.240 -96.260 -91920 09527 -15810 0.052 0.517 29.1 11 1.465 -0.409 231.800 500.800 -371.200 0.258 WASO 0.095 09682 -0.345 112300 -299900 -190.4 0.354 5066 0.046 1.23] 242 1 0.509 -1.470 -128.600 -415.500 .4 -76W 0.094 4 63 0048 1.839 -2914261.700 51].]00 3fi940 .1.578 45.950 0.099 0.509 242 2 1.186 -1287 -117900 -120.000 MOW 09091 12.300 0.064 2.663 -2.359 -228300 -223.900 213.900 -Om 60460 0.130 1.188 29-2 3 0667 -1.375 -85880 78.060 -3.846 1.176 6.662 0.081 2.033 -2693 -170.100 176.500 40140 2.105 45.750 0.163 0.667 29-2 4 0.845 -1.209 -55.590 197400 199] 0.639 10.050 0095 2.1]3 -2350-104.270 403.100 39710 0.659 41.720 0.106 0.845 292 5 1.022 -1.014 -31.46` 2]8.700 13.140 -0.177 15.280 0.104 2.324 -1.863 52880 508900 36.950 -1.005 36.300 0.204 1.022 29.2 6 2.059 -1.330 -11.070 MAW 24.140 -1.6% 24.290 0.171 16812 -1.296 -18990 515.900 40060 -1.119 31440 0.165 19165 242 7 2.551 -1.305 14.560 641.300 28.270 -1.826 4AW 01191 1.201 -0.674 4.879 344.600 31.060 -0.769 23.390 0.099 1.281 242 8 2.669 -0.992 42.900 579.1W 25980 -1.546 21.350 0.161 1402 -0.512 21940 31].500 33.960 -0.716 25330 0084 1402 242 9 2.791 -O.W 70.200 450.600 1].330 -1423 15.730 0.116 1.524 -0311 38280 250.300 32.480 -0.720 25490 0.061 1.524 292 10 2.978 4.210 102-000 250.000 10.280 -2412 8.568 0062 1694 -0.105 57.530 139.000 30.300 -1.353 22.450 0.032 1.694 242 it 1445 0.299 43.030 -8425 -186.300 1.124 4.311 0001 0.846 0.1]6 22.680 -0.fi12 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115.306 11.860 0.6]9 6.299 0.052 0.337 -26119 -24410 210.200 24470 1.168 16.600 0.103 -0.900 31-1 7 0.921 -2.856 3.4fi9 185.900 0286 2300 -2.334 0.066 -0.642 -0020 0.855 156.500 2670 1.665 -2069 0.061 -0602 31-1 8 1050 -2.583 27406 168.800 0.137 2.990 -20.890 OOJ9 -09018 -0552 14906 112.000 4590 1.284 -8.407 0041 -0.360 31-1 9 1.529 4.51] 60.120 132.306 -10.206 5.587-26.210 0.059 04167 -141] 33.0]0 85.320 4,977 3.155 -9.124 0.031 -0.198 31-1 10 2.007 6406 106.300 7.256 -131.500 -8.028 320 0.037 0.345 2.2]6 56.6]0 15.910 -58.580 -3.]20 9.W) 0020 0.132 31-1 11 2.596 -8.934 133.900 -224000 16.950 11.370 -19.210 0.014 0.622 .3 .566 76206 -112.200 32706 5909 -3.150 0 .06] 0622 NS S( De Strip Faces AIE Vail', Fml D- NE Lid Design Design SInp Fares ID Sec110n - P Weal (Kips) Mat - P V.xiil a 11N (Kip) (W,8) Mmc To+ (WF8) Max P Max Max DPW Twi (WP Nwl Bend 8) (inch. M. I.P. ion SNesr ) (Kips) IMn P Min 7W at VWical 8-V (Kips) (Kips) (WD8) Min P Tmsim (W0) Min P NLn P Min P Dp11m. 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Mtn Min Ma MnP Min INnP Min ID Seth. I -W Venice Be W T.s. Dp11m. T wat Ow, De6ecli. Sh A" VMica 8m mg Ta . Dp- Twig (kip. DeOeGion (Klcsl (Kips) (K,R) OdyO) BErbin9 A) 0-w ) (Kips) Mips) (Kips) II6P8) (16P0) B-in A fi-) 32.1 I -0006 -53.590 St 610 18.190 -O.K3 12.260 0.013 0.997 -0.169 -101.300 101.600 -11.000 -0.576 -7AZI 0.027 32-1 2 -0.222 -34980 175.500 19.990 -0.616 14.190 0.042 0921 -0.520 -73.790 342.. -1.90] 01105 -0.172 0.087 32-1 3 -0.351 -19.430 251300 77.560 -0.551 12.650 0.036 0.893 -0.818 47.870 504.000 4.660 -0.750 5.369 0.139 32-1 4 -0.473 -5.%3 291600 10.210 -0.521 9.442 0.005 0.099 -1.100 -22.600 604.000 14040 -0.756 9.9. 0.100 32-1 5 -0.580 4752 294.700 4.684 -0.692 5.702 0.098 0.905 -1.351 1.T. 632.100 21.010 -0.757 13.720 0.207 32-1 6 4).686 15260 264.000 1.990 -0.617 1.626 0.103 0.912 -1.616 27.%0 585.100 28.150 -1.100 16.800 0.220 32-1 7 -0.637 VIM 216.900 3.120 0.063 4.999 0.104 1674 -1.513 353. 694.000 26.550 0.469 26.]]0 0.222 32-t 8 -0.785 23.260 146.000 -3.5]5 -0972 -2.962 0.099 0.923 -1.874 68.950 350.000 27.45 0.300 16.990 0210 32-1 9 -0863 24.150 53.200 -5.136 -0.308 -5.910 0.092 0.920 -2.101 55.800 150.800 W.O. -0.364 15490 0.196 32-1 10 -0.931 12.910 -23.720 -6.943 -0.439 6..1 0.084 0938 -2221 37950 -23.200 26.010 -1.030 13240 0.174 32-1 11 -0.968 .3.253 45.030 -1.111 -OAM -2.040 0.076 0.956 -2.674 7.909 -90650 25.780 -1.462 15.860 0.154 322 1 -0.363 6.435 7.511 167.200 0.706 78.030 0.096 -0.053 -2476 10060 34230 267,600 -1.260 133400 0.142 32.2 2 -0.104 -0.331 M4W 155.300 -0036 59.M 0.- -0.958 -2.431 18.350 19.730 247.100 -2333 107.900 0.125 322 3 -0.35] 4.134 14AM 27.120 -0.359 1].840 0.081 -0.749 -2885 7.536 .42.790 P.2. -1.291 46.260 0.109 32-2 d -0268 -2.022 46.000 43.730 -1.585 -32.170 0073 -0.666 -2.726 2.521 -16.150 -88.130 -2711 -27.670 0,09- 2-2 51 0.064 6.278 70.330 .135.100 -2.485 {5200 0.061 -0.754 .2.487 7470] 16.300 -164.100 -5 36 .5 .77.370 0.079 32-2 6 0.323 16.750 61.550 138.600 -3.767 66.810 0.055 -1.16] -2.223 17.210 13.230 -172.600 -8.013 -79950 0.065 32-2 ] 2.115 18 NO 20.220 -116.600 1.335 -49.640 0044 A% 0.241 17.030 -23.010 -139.900 -1.792 62.260 0.051 32-2 0 BA39 .2 .801 -19.870 135000 46.]30 7.130 0.061 1.190 5.625 -1.800 -12.703 W.]80 30040 6.504 0.026 32-2 9 2.802 1.088 6.875 105,400 9.680 62450 0.028 3113 1.300 -3697 -11.500 90.600 8.169 56.220 0023 32-2 10 1.234 11.060 6.077 157.700 4.293 103800 0.015 4.035 0.500 200 -16.180 134.800 2.693 93420 0012 32-2 11 -1.777 -1.138 -10.]90 84.610 0.717 50.880 0,0011 -0.249 -3.461 6.3. -15450 124.200 2.284 -.40011 0002 33-t 1 -0.074 .49.920 72.95 8244 -0.139 6.298 0.018 -0.787 7207 .109.400 159.300 .24.640 -0.323 -13.330 0041 33-1 2 -0.176 -32.160 1]5400 2246 -0.385 3.580 0.046 -0.529 -0647 .]].950 384.700 -21.380 -0665 -11.4. 0.099 331 3 -0.222 -19.030 263.600 6.804 -0..3 -0406 O.ON -0.383 -0.569 49650 560.100 -23.439 -1.191 -13.660 0.169 33-1 4 -0.257 6.582 286.100 .135601 -0.792 -5.608 0.082 -0.261 -0.668 .20.3`,4 656.500 -31450 -1666 .18.910 0.187 331 5 -0.293 6.634 304.300 -20.570 -0.937 -10.700 0,0941 -0.214 -0.778 10.860 700.000 41.810 -2.051 -25.220 0.212 331 6 -0.349 23.421 299.800 -28.960 -1.048 -15.770 O.OBB -0.215 -0.941 SOA00 705.900 -56.030 -2310 -32390 0223 331 7 -0.366 23.890 243.300 29.900 6.960 -15.230 0.096 -0.099 -0.992 51,410 582.0. -58.]00 -2,481 -31.150 0218 33-t 8 -0A45 46AW 180.200 -39.420 -1.214 .18.260 0.098 -0.265 .1.211 104.100 443.600 -75.910 -2.974 -35.250 0.1. 33.1 9 4).574 76.710 81350 49.300 -1.125 .17AW 0.077 -0.365 -1.550 1]3.800 221600 -96.890 -2.872 33.340 0.171 331 10 -0.629 107200 -73.250 15.500 6.156 -14.150 O.W2 -0.236 -1.662 238.100 -131.700 46.900 -0.653 27300 0.135 33-t 11 -0.733 120.600 667.000 61300 -1.586 -13660 0.047 -0.492 -1.986 2N000 -735.200 128000 -3.840 -26.110 0099 33-2 1 0.351 -169.500 .511.600 49.310 -0.351 69.630 0055 -0.251 0.097 -241.000 -]95.900 78.690 -1.WO 63.630 0.084 332 - 2 0.639 -145900 -256.800 -18360 -1.842 26.850 0.060 -0.523 -00. -208.600 438900 -20.190 -3.964 -38.5]0 0.087 92 - 3 - 0.243 -108.300 -61.6. - 61.940 -1.109 -28.720 0.Wd -0.414 -0453 -154.800 -167,BOO 60.350 -3483 -35.170 0090 7 2 4 0116 -73.630 66.980 8056 -1.445 -20.370 0.060 -09496 -0.569 -100.70025.500 29.190 -2.767 -15910 0..3 332 5 -0.021 47.600 -m:KiO -1.907 -2.209 20.290 O.ON -0.526 -0.947 -709610 143]00 10820 4.282 -11.210 0093 332 6 -0.404 .22.840 1809000 64.110 2.2]3 -21200 O.W) -0430 .1.619 -36.660 192.000 -16.640 4.997 -].163 ON 33-2 7 -0.928 4.131 141.900 -25.320 39 -9.118 0.050 -0.880 -2.370 2.292 234600 -12.370 -3900 3.363 O.W4 33-2 8 -1.023 15.750 1824. 6].540 -6.201 -24930 005] -0.334 -2.826 12.270 211.900 -t 1.220 9556 4.000 0.0]6 33-2 9 -1.805 25.240 08.3. -20.920 6494 -13.250 O.W7 -1.050 4.141 43.120 149.300 -15.580 0.]34 0.070 33-2 10 -1.929 54.240 42.850 -104.600 -10.140 -15.360 0020 -1.795 -6.795 93.660 74.040 -152.]. -20.030 -1.4. 0.053 33-2 1 -248] MAW 61670 -]5.220 -10.640 0.991 0.019 -2.128 -5.624 11780 -127.000 .89.680 -189. 28450 0.036 ..3 1 17.1. -12.910 63.900 83.340 46.380 13.120 OW2 0.574 9.473 6.664 ...430 37.550 23.670 -0665 0.017 333 2 23.250 -13 440 69.210 88.260 70 540 24.930 0.025 1.210 12690 -].139 -48.990 -41 0 37.8M 6 707 0.013 33-3 3 24.800 -13410 -]7520 93.930 76.1. MASO 0.010 1,434 13.590 -7.199 42.670 41420 40.6. 14.170 0009 33-3 d 2.054 -32.310 -2].]. 162.5. 3.391 72.fi. 0.012 1.251 1.835 20.790 -17.040 104.5. -2.180 48]30 0.007 33-3 5 2.319 -30.030 -32.530 178.100 -0.079 1 04.200 0012 1.636 1.482 -15660 -15.320 89210 0.195 MA. 0.6 33-3 6 0.151 -16.740 244. 1%400 -5.461 66.1. 0.006 2.8]0 -0.680 -22.35 29.830 14].1. -7.859 99.000 0.009 33.3 7 -0.182 -1tA. /9.t. 116.1. 5.176 ]64]0 0.006 3085 -1.231 -16.]80 64.310 167.]. -1539 112.1. 0.008 333 8 0.308 -1.328 4.777 101.5. 4.023 ]]320 O.ODI 3.326 -0.216 4.218 -0306 146.5. -6.860 1122. 0.006 333 9 -1.054 2700 23.]30 W810 -5.125 56.930 0..2 3.940 -2.3]4 3065 42.95 159.1. -tO480 1139. 0.004 336 - 10 4 121 3.085 0.620 82.470 -2675 55.300 0..1 4.000 -2.283 3.773 39.340 162.000 -5.7]1 110 5. 0.002 93 11 . 7.89] 16.300 1 .139 St 920 -0..1 ].026 -1.674 13.3]0 53470 100900 2500 tOa 6. .n not to q Design Slap Faces ,Yfgto VOi Frml poor NE Lid Dw W D w Snip F- m Mach MuM MuM MuM M MuM MuM Mu M Min M1.. 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Twist (WV No. ( Kips) (Kiin) (K") (Wp O ) (WPA) Ba A) (im11 0) (Kips) (Kies) (Kips) (WyA) (id l) BsrMi A) (inch) 31.1 1 0059 0.]6] -114.000 10.630 168.900 -3.014 140.600 0. 017 0.317 0311 4].720 4.00 76800 -1.502 62.480 000] 31.1 2 1.1]6 1.290 -101.500 21].500 189.200 -8.583 137500 0. 0]6 0.]84 0.581 -42.500 90.470 85.110 -2.590 61.200 0.032 34-1 3 0.985 1.731 -78.310 369.000 132.800 -5.729 113.900 Itt 0.1 30 0,674 0.741 31.560 153.400 5].6]0 -2.248 50.620 075 31.1 4 0860 2.021 -51.840 4]0.]00 84320 3892 79.030 0.1 76 0.805 0.852 -22-660 195.000 27.890 -2.211 35120 0 075 34-t 5 0884 2.259 -35.520 531- -12.310 -5.980 35.680 0.2 14 0.511 0906 -14.730 219.400 -5.321 -2.311 16.210 . 0 091 34-1 6 0.505 2.465 -16.930 518500 -109.000 6.388 -13.6]0 0.2 40 0,410 1.035 1.182 224.500 -46.810 -2.515 -4.970 . 103 0 34-1 7 -0.181 2.513 -3.982 529.800 -86.030 6.015 45.180 0.2 58 0.073 1.038 -1.9&9 21].000 -36.940 -2.206 -18 890 . 0 111, 34-i 8 4498 2.774 12.640 457.400 -181.200 3.372 -97.510 0,2 64 -0.123 1.149 4.353 186.200 6)460 -2.483 . -40500 . 0 115 34.1 9 -0.043 2.977 21.860 356.800 -192.000 6.088 -119.500 0.2 66 -0.318 1.253 7.210 148.100 -]1.110 -2.429 -48.620 . 0 116 34-1 10 -0.756 2.921 45050 325.800 -365.900 -].098 -110.300 0.2 81 -0.308 1.242 16510 133.800 -152.300 -2.918 -43.530 . 0 116 34-1 ill -1.180 3.120 20.010 231.100 -139.]00 6.163 -99.020 0.2 50 -0.594 1.339 5.291 100.100 49,9701 -3.485 -38.290 . 0.112 34-2 t -0.509 3.492 -1209 221.500 83.]00 -3.6x1 4].130 02 50 -0.395 1,591 -3.293 100.600 4].050 -1.299 25980 0.112 34-2 2 -0.540 4.361 2.283 264.500 112.300 41.932 84. 320 0.2 38 -0.480 2.029 -1A 125.500 80.760 -2.628 31.310 0 108 31.2 3 -0.801 4.723 5.105 288.100 152.400 -5.246 5] .5]0 0.2 23 4589 2.M 0.3]] 130.000 66.280 -1871 25.450 . 0.102 34-2 d -0.594 5.20] 10.610 252.200 122.]00 -2.866 41.520 02 07 -0.618 2.597 3.177 125.200 48.30 -0.610 15.510 0.096 30.2 $ -0.800 5.823 1]470 225.300 82.010 1,248 20.790 0.1 85 -0.684 3.005 6.348 110300 25.910 1.52 4043 0 08] 34-2 6 0008 5.379 31.010 162.000 28.280 -1.231 18.230 0.1 59 6.300 2.111 11.710 85.790 2.088 -0.415 0.2!10 . 0075 3a-2 7 0.7W 5.902 18.220 136.900 30.920 6.635 10380 0.1 34 0.0]2 3.108 5.967 74.820 S.169 4.322 -0 286 0 060 34-2 B 0.022 1.363 22.220 81.00 23.280 3.363 3.802 0.0 81 0.014 2.804 14.280 52.330 14.9]0 2.162 . 2444 . 0 052 30-2 9 -1.015 4.187 31.950 85.180 5].140 0883 30.650 0.0 60 -0652 2.892 20.510 54]80 36.730 0.56] 19.700 . 0.038 31.2 10 0.50 3.141 55.30 83.430 123.100 -2.752 51.370 0.0 08 -0.119 1.657 30.280 51.630 56.820 -1.161 23.340 0.024 30-2 11 1.266 1.283 30.680 4]81 50.830 2.389 2].580 3 " 3033 25]1 55.990 -24.060 108.000 4.676 80.230 0.016 35-1 1 -2.293 -1.889 -1.041 68.430 -125.800 -3548 -88.170 0.0 00 -1.329 -0.860 -1.168 35.580 -59.130 -1.197 41.260 0.002 3971 2 -2.391 -1862 -1.]91 ]5.340 -132.900 -8.474 -94.180 0.0 14 -1.390 0895 40.430 32.]10 -3 98 .5 44.080 0 007 311 3 -1.368 -2.152 5.690 98.920 -156.600 -11.390 -102.300 0.0 23 -0.P] -1.011 2.9]0 51320 71.510 -5477 46.810 . 0 011 35-1 4 -0.,766 2.806 7.174 76.550 -148.507 3.851 -100.500 0.0 28 0.420 1.350 4.651 39.580 3x,980 2.105 -43.8]0 . 0 013 3971 5 -0.972 3.250 4.671 42.930 -101.800 2.]93 -97.130 0.0 32 -0.542 1.529 -0.8&3 23.330 41.450 1.375 41.420 . 0.015 311 6 -0.610 3.078 .7.693 46150 38.440 1.316 32.490 0.0 36 -i) 9M 1.306 -2.770 22.990 -25.290 0.353 -33.230 0 016 311 7 -0.172 3.20.3 6.930 80.830 116.100 OR -]6000 0.0 38 -0.198 1310 3.578 36.580 45.580 0.247 -29.]]0 . 0 017 3971 B 4428 2.722 -2.595 69460 69.870 -2.65- -71,517 0.04 1 -0.203 t.149 -0.460 31.080 -26310 -1.201 -27.510 . 0019 3971 9 4403 3.315 3.fi34 ]7.]80 43120 4183 -59.M 00 15 -0.158 1.306 -3.269 34.520 -13.170 0.378 -21.550 0020 35.1 10 -0.336 3.278 6030 91,41101 -86150 -0.011 4,7.950 0.04 6 0.114 1244 2.940 39.120 160 0.263 -16.180 0.020 35-1 11 0.247 3.315 -1.223 95.40 -31.770 0.604 -26.720 0.04 7 -0.059 1.260 -0.154 00630 -8.049 -0.042 4959 0 021 354 1 -0.294 1368 -1,280 99.340 -31.280 0.510 -28.800 000 ] -0.0,77 1.283 -0.161 42020 -7.746 -0.066 -7.180 . 0 021 352 2 -0.134 3349 -0.]55 108.900 3040 0.]06 001] 0.04 ] 0.007 1.263 0.138 45.330 6.627 0.031 4.098 . 0.021 3972 3 -0.133 3.300 -0.755 109.800 3.120 0.506 0.101 0.01 8 0.007 1.259 -0.141 45.320 6.642 0.072 4.12] 0.020 3972 1 0.110 - 3.395 - -0.002 116800 51.320 1.155 37.470 004 5 0.127 1.282 0.068 4].900 26.120 0.3x3 19.260 0 019 35-2 5 0"4 3419 3336 122.100 9x.880 1.19 79.360 004 2 0.276 1.299 1,4781 49.990 43.160 0422 36.200 . 0 018 3972 8 0.828 3.450 0.358 123.100 186.200 1821 120.00 003 8 0.440 1.328 00]7 50.260 72680 0.576 52.840 , 0.016 35.2 7 1.210 3.183 8.989 123.9700 186.900 1.570 156.000 003 3 0.803 1.231 3720 50.5]0 80410 0.091 6].320 0 014 3972 8 1.618 2.883 3.533 10].800 265.800 2088 180.500 0.02 7 0.]84 1.122 1.326 43.960 113.300 0.]17 84.470 . 0 012 3972 9 2.394 1079 20.210 61,510 262.900 4.68.'1 208.200 002 0 1.091 1.234 8.159 2x.590 112.100 1.865 88 ,720 . 0 009 3972 10 2416 1.590 11.729 13.600 244.700 3.941 212.100 0901 2 1035 0.817 4.748 17.JOD 103 900 1 624 . 90 220 . 0 005 35-2 11 3.]]3 -2.009 _ 22.400 24.050 320.270 -].71. 211.100 .00 2 655 M3 1 m 9 n n7n . r~4 uin . x~ . uo •.n . gyn. VaI I'm Doan NE Lid Dmipn Max V I.P. Mai V Max V M V Max V Max V Max V Max V -V1. p . - V M. V Min V Min V Min V Min V Min V Mar P 1 . . 10 Section SKe r Ada Verlica 13n .g Talsian DDOm. Twig (IUD OeBecl bn SOear - Ada V. Bm g T.- D11, T wlst (I DB6e . S'- (Kips ) IK m) 'Kips) ."l (W 8) Bma a) [inctle sl I (Kips) (E) (Mp8) (IORB) Be 8) Oncnes (Kips ) 34-1 t 03 17 0.317 4]970 4.400 76.800 -1.502 62460 O. W7 0.059 0.767 -114.000 10.fi0 166.900 -3.014 140.600 0.017 0.0 59 34.1 2 0.7 64 0581 42.50 4470 85.110 -2950 61.200 0.0 32 1.176 1296 -101.500 217.500 189.200 6583 137.600 0.076 1.1 ]6 3d-t 3 0.6 74 0.741 -31.580 153.400 5].6]0 -2.248 50.620 0.0 55 0.%5 1.731 -78.310 369 00 .0 132.800 -5.]29 113.800 0.130 0.8 85 .-I 4 06 05 0.852 680 191 27.8% -2.211 35.120 0.0 75 0.860 2.021 -54.840 4]0100 64.320 -5.6% 79.030 0.176 0.8 60 34-1 5 0.5 11 0.946 -14,730 219.400 -5.321 72.311 18.210 0.0 91 0.684 2.259 -35.520 531.400 -12.310 -5.860 35.680 0.214 0.6 84 31.1 6 OA 19 1.035 -7.182 224.500 46840 -2.515 49970 M m 0.505 2.465 -16.9W 546.500 -109.000 6.388 -13.670 00240 05 05 34-1 7 0.0 73 1.038 -1.989 217.400 -8.940 -2" -18.690 0.1 11 4181 2.513 -3.982 529.800 -86.030 6.015 45.480 0.256 -0.1 81 34-1 8 -0A 98 2.n4 12.640 457AW -161200 -6.372 -97.540 0.2 64 -0.123 1.149 4.353 1%200 -67,460 -29483 -40.500 0.115 -0.4 96 34-1 9 4).8 43 2.971 21.860 386.800 -192.000 6.088 -119500 0.2 66 -0.348 1,253 7240 MAW -7]110 -2.429 48.620 0.116 68 43 34.1 10 -0.7 56 2.921 45.050 325.800 .361 -7.098 -110.300 0.2 61 -0.306 1142 16510 133.800 -152.300 -2.918 43.530 0.116 -03 56 31.1 11 -1.1 W 3.120 20.040 231.100 -139.700 -8.163 -99.020 0.2 50 -0.594 1.339 5.291 100.100 49970 -3.485 -38.240 0.112 -1.1 90 34-2 1 -0.3 71 2%2 -0.111 187.900 66.010 -3.208 38.480 0,2 13 -0.615 2474 -59123 156.500 73.190 -2.021 40.380 0.175 6.5 09 34-2 2 -0.4 W 4.086 2.954 245.300 160.100 6.757 59.400 0.2 22 4699 2.527 -2804 157.400 101000 -2.919 39.500 0.131 -0.5 40 34-2 3 0.4 71 4,368 5.401 245.600 143.400 -59184 54.020 0. 08 6.872 2.868 -0.117 161.200 81.370 -1.976 31.380 0.127 -0.6 41 34-2 4 -0.5 94 5.207 10.610 252200 122.]00 -2.666 41.520 0.2 0] -0.618 2.597 3.171 125.200 48.430 -0.610 15.510 0.096 095 94 3d-2 5 -0.6 00 5.823 17470 225300 82.010 1.248 20.790 0.1 85 4).684 3.005 6.318 114.300 25910 1A52 4.043 0.087 -0.6 00 34-2 fi 0.0 48 5.379 31.010 162.000 28 M 231 16.230 0.1 59 -0.304 2.77 8 11.71C 85.10 2068 -0.415 0.280 0075 0.0 48 34-2 7 0.] 93 5.902 18.220 136.900 0 835 10.380 0.1 34 0.07.2 3.148 5%7 74.820 5.169 4.322 -0.266 0064 0.7 93 34-2 8 0.6 32 5.304 33.650 79.760 47. ] 16.060 0.1 07 O.Ot4 2.804 14280 52.330 14.970 2.162 2.444 0.052 0.6 32 34-2 9 -0.6 53 5.112 40.980 64.350 84. 81 46.800 0,0 78 -0.652 2.692 20.540 54.]60 36.]30 0.567 19.]00 0038 -0.6 53 34-2 10 0.4 54 3.141 SS.40 .63.430 123. 752 51+37011 0,0 48 119111 1.657 30.260 51.630 56.820 -1.164 23310 0024 04 54 34-2 11 3.0 33 2.571 55.990 -24.060 IOB. E 6]8 60.230 0.0 18 1.26611 1.283 30.680 66781 50.830 2.389 27.580 0008 3.0 33 351 1 -1.6 50 -1.602 -0.652 56.580 -f%. 14] -]4.410 0.0 03 -2.068 -1. -1.816 55.310 -92.450 -1862 -64.180 O.W3 -1.3 29 2 -1.9 28 -1.663 -1.269 61 86 0 -112. 145 -79490 0.0 12 -2.10 -1. 392 2.44] 62.9W -97.550 0.010 -1.3 5 351 3 -1.3 66 -2.152 5.690 .820 -156. 90 -102.3. 00 23 2.970 51.320 -71.51 -5471 -46810 0.011 .7 77 35-1 4 -0.6 53 2.10 ].251 61.570 -101 ]4 -68.240 0.0 21 -0.420 1.3 4.661 39.50 64.96 2.105 -43.70 0.013 -0.7 66 5 -0.7 62 1.852 -0.721 30.110 19 -50.600 00 19 -0.840 3.00 4.769 38.880 96.fiW 2.58] -91.620 0.030 -0.9 )2 35-1 6 -0.2 % 1.306 -2.P0 22890 -25 53 33.230 0.0 16 0610 3.078 -].693 464W 68.44 0 1.316 -82AW 0.036 -0.6 10 351 7 -0.4 72 3.243 6.930 11 -116.10 0.985 -76.000 0.0 38 -0.198 1.310 3.578 36.50 45.50 0.247 -29.770 0,017 -04 72 351 8 -0.2 7e 1.352 -0.356 38.40 -1.020 -16491 -32.60 0.0 23 0.30 2.01 -2658 55.0 67.05 -2.482 68420 0.038 04 28 35-1 9 -0.1 5 1.396 3.269 31.520 .111701 -0.378 -21.55 00 20 64W 1315 -86634 ]]30 43120 -0.183 .59.30 0045 -0.40 3 35-1 10 0.3 38 3.208 6.030 91490 -88.7501 -0.01 47,95 0.. -0.114 1244 2.940 39.120 -32.16 -0.263 -16.10 0.020 -0.33 6 35-1 11 -0.0 55 1.440 -0.068 49.630 -8.051 0.10 -7062 0.02 5 -0.249 3.207 -1.271 W.- 31.]70 0.687 -2060 0044 -0.24 7 352 1 -0.0 ]6 1.487 0.076 51.240 -7908 4)9201 6.043 0.. 0.295 3.25 -1.332 W8t0 -31.340 09593 -28.65 0.044 -0.2 94 352 2 0.04 1 1446 -0.107 55.030 9832 -0097 6.338 0.02 5 -0.154 3.239 -0.74 10.00 1i17 0.623 -1.326 0014 613 4 35-2 3 0.01 1 1.441 -0.113 54.80 9.844 0.02] 6.370 0.02 5 -0.154 3.231 -0.772 104.10 1.199 0.533 .1.244 0.044 -0.13 3 1_2 1 4 2 14]6 O.1W 5].870 33290 0.354 2400 0.02 0065 3.2]9 -0.026 110900 4].020 149 .27 0042 0.11 0 4 3.419 3.336 IVAW 94.880 1.419 ]9380 0.04 2 0.276 1.298 1,178 49.990 22 35.20 0.018 044 4 3 3.316 0359 116.00 156200 1.810 113.1W 0.03 0.595 1.549 0076 0660 95 65.0 0,020 Ora . U 0 3.10 e.%9 123.500 10.900 1.570 156.00 0.0 . 0.603 1231 3.720 05]0 91 67.320 0014 121 0 8 2.883 3.533 10].600 26500 20. ISOMO 0.02 ] 0.784 1.122 1.326 43.90 17 91.47 0.012 1 4 3.079 20.210 61.510 262.900 4.60 208.200 0.02 0 1091 1.231 8.159 2050 85 88.72 0W9 2.39 4 , 6 1590 11.]20 43.00 240.]0 3.941 212.10 001 2 081] 4.748 17.7. 24 W.2W 0.05 244 8 3 -2..9 22.4. 24.050 320.200 -7,748 211.1W 0.00 2 1.655 0.80 9610 10.070 66 69.540 0 O.W1 1.65 5 N61T Dmr SInp Faces ON Vai's FW Door NE Lid Design 10 Secl ipn M~ P Nutl MHx Men Maz V.- Bwdwv Torsion M HiP D h MHzP - Max M. P I.P. 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O 4t0 0.946 1 035 -14.730 219.400 -5.321 -2.311 16.210 0.D91 34-1 ] 2.503 3.982 529.800 66.030 6.015 45.480 . 0 256 . 0 0]3 . 1 038 -7.182 MW 46.800 -2.515 49]0 0.103 30-1 8 2.]J4 12.600 45]AW -161.2W 6.3]2 -8].510 . 0261 . -0 123 . 1 109 -1.889 21].400 x 36,940 -2.206 -18890 0.111 31-1 9 2.97] 21.860 366,000 -192.000 6.088 .119.500 0 266 . A 308 . 1 25 .353 186.200 6].060 -2.083 40.500 0.115 34-1 10 2.921 05.050 325.800 365900 -].090 -t 10 . 0 261 . -0 308 . 3 ).240 108.100 -T/.110 -2.429 -08.620 0.116 3d-1 11 3.120 20.040 231.100 -139.700 -8.163 . -99 020 . 0 250 . -0 590 1242 18.310 133.800 -152.300 -2.918 43.530 0.116 34-2 1 3.492 -1.209 nt.so9 83.]00 -3.641 . 4J IW . 0 250 . -0 395 1.339 1 5.291 100.100 489]0 -3./85 -38.2x0 0.112 3d-2 2 4.351 2.283 260.500 0]2.300 6932 . 6/ 320 . 0 238 . -0 4 80 .591 2 0 9 -3.293 1W.600 07.050 -1.299 25.960 0.1 t2 30-2 3 0.]23 5.105 ,IW 15 -5.206 . 5].3]0 . 0 223 . -0 5 89 . 2 2 2]7 -1.085 125500 0 80.)60 -2.628 31.310 0.1011 30.2 d 5.20] IW 10.610 252.2W tn.] 2.666 /1.520 . 0 20] . 0 6 18 . 2 59] .3]] 130.000 66.280 -1.8]1 25.450 0.102 342 5 5.823 17.170 n5.3W .82.010 1.208 20.790 . 0 185 . -0 8 81 . 3W5 3.17] 125.200 /8.430 -0.610 15.510 0.096 30-2 B 5.379 31.010 162.000 28.2W -1231 18.230 . O.t59 . -0 3 04 2 ]]e 6.318 11/.300 11 ]10 B5 7W 25910 1.052 40x3 O.OBJ 34-2 ] 5.9n 18.220 136.900 30.020 6.635 10.380 0.131 . 00 ]2 . 3 148 . . 5 )4 820 2.068 -0.415 0.280 0.0]5 302 3d-2 H 9 5.300 5.112 33.650 )9.]80 /]3W OO.9W 84.350 86 080 4.09] 0 481 16080 06 800 0.107 0 ] 0.0 10 . 2801 . . 14.280 52.330 5.169 10.9]0 d.3n 2.162 -0.265 2.000 0- 0052 302 10 3.141 . 55.030 BJ.aW 123.1W . -2.]52 . 51 3]0 .0 8 0 008 08 -0 1 52 19 2.692 20.300 Sd.JW 36.]30 0.56] 19.]W 0.038 34-2 11 2.SJt 55.9% -24.060 108.000 a6]B . W.2W . 0 016 . 1 2 66 1.857 1 283 30260 St.6W $6.820 -1.164 23.340 0.024 35-1 1 -0.BW -1.168 35.560 -594W -1.19] 41.260 . O.W2 . -2 2 93 . -1 889 W.683 -8.781 -1 011 6 50.030 2.389 2].580 O.WB 331 2 -0.895 -1.5]3 60.030 62.]10 -3.985 -40,080 O.W) . -2 3 91 . -1 %2 . 0.030 -1 ]90 ]5 1 -125800 3.308 -88.1]0 0001 35.1 3 -I.Wt 2.9]0 51.320 -]1.510 -5.6])46.810 0 011 . -1 3 66 . -2 152 . 3 0 -132.900 5 8% -8.0]6 -94.tW 0.010 35-1 4 2.8% ].1)4 ]6.550 -148.SW 3.851 -1 W.5W . 0.020 . -0 4 20 . 1 350 . 98.920 6661 -156.6W -11.390 -102.3W 0.023 35-1 5 3.2W 4.6]0 42.930 -101.8W 2.]93 -9].130 0.032 . -0 5 42 . 1 529 39.580 -0 880 2 64.960 2.105 43.8]0 0.013 35-1 6 3.0]8 -].693 06./50 68-040 1.316 -B2.d9p 0.036 . -0 2 % . 1 306 . 3.3W -2 ]]0 n 99 -/I.dW 1.3]5 dt 020 0.015 331 ] 3.2/3 6.930 80.630 -116.IW 0.985 -]6.W0 0.030 . -0-1 98 . 1 300 . . 0 3 5]8 36 5W -25.280 0.353 -33.230 O.Ot6 331 B 2.7n -2595 694W 69.8]0 -2.651 -)1.510 O.Od1 -0.2 W . 1 1/9 . . 0460 31 090 -45.5W O24J -29.]]0 0.01] 35-1 9 3.315 -8.630 ]].180 -03.]2U -0.183 -59.3W 0.015 0.1 56 . t 3W . -3 269 31 520 -26.310 -13 1]0 -1200 -2).510 0.019 331 10 3.208 6.030 9t.4W -88.750 -0.011 4).950 0.046 -0.11 0 . 1 2/d . . 910 39 2 120 . 321W -0.378 -21.550 0.020 331 35 2 11 3.315 -1.223 95040 -31.TI0 0.601 26,)0 O.Od7 0.05 9 . 1.280 . . -0 150 OO fiW - 6 049 -0.263 -0 00 -t6.1W 0.020 . 332 1 3.369 -1.280 99.310 -31.2W 0.510 -28.800 000] -0.07 ) 1.283 . . -0.161 42020 . -7 )46 . 2 -0 066 6.959 ] ] 0.021 332 2 3 3.309 -0.]55 100.900 3.000 0.]48 0.01] 0,00] O.W ) 1.263 -0.136 d5.3W . 6 62) . 0 031 - . 80 a WH 0.021 0 0 1 35-2 / 3.340 3 395 -0.]55 109.800 3.120 0.506 O.t01 0.046 O.W ] 1.259 -0.I/1 /5.320 . 6.802 . 0 0]2 0 12] . 2 0 020 352 5 . 3 019 -O.W2 116.900 St.320 3 336 1n 1W 1.155 3]070 O.OdS 0.12 ] 1.282 0.060 4].900 26.120 . 0.3/3 . 19.260 . Ot9 O 352 8 . 3A50 . . 94880 0 358 123 1W 1419 )9.3W OOa2 0.2] 6 1.298 1,08 49.890 43.160 6.4n 36.2W . 0018 35-2 ] 3 183 . . 166.2(10 B %9 123 500 1 1,821 1 20.4W 0.038 0.04 0 1.326 0.0]] 50260 ]2.680 0.5)6 52.800 0 016 35-2 8 . 2883 . . 86.900 3 533 107 fi 1.57 0 1 %.000 0.033 0.60 3 1.231 3.720 50.5]0 80-410 0.491 6] 320 . 0 010 35-2 9 3 019 . . W 2fi58W 20 210 81 510 2.090 1%.SW 0.02] 0.]8 4 f.tn 1.326 43%0 113300 0.]t] . 81.4]0 . 0012 JS2 10 . I 5W . . 262.900 11 ]20 d3 fiW 24d JW 4 .683 208.2W 0020 1.09 1 1.234 8.159 2d.5W t12.1W 1865 88.)20 0.009 332 tt . 0.803 . . . 9.1W 10.0)0 135300 3.941 212.1W 3766 noun 0.012 nom,.. 1.W 5 0.617 4.]48 17.7W 103.900 1.620 W.220 O.WS Design stn, F-.