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HomeMy WebLinkAboutB14-0227 structural calcs a � Structural Design Calculations for DT BEARING LEDGE REPAIRS Vaii Transportation Center Vail, Colorado Reviewed By , Q..P���•R�G�S ., � <°� 4. ,q '• � v•° e a9�j• ' Q` a`=` O • � �` 362 5 P. -� , G�l,l�`v �� bj. 'c2s•••...,�• °�� ���NA1-E� June 16, 2014 J.R. HARRIS & COMPANY STRUCTURALENGINEERS 1775 Sherman Street, Suite 2000, Denver, CO 80203 303(860-9021 Fax 303/860-9537 3 � 4`0�� 7 ' J.R. HARRIS & COMPANY ' STRUCTURAL ENGINEERS Project No. ��J'� By �l�!.� Date �~`-1 ` (`t-� 1775 Sherman Street, Suite 2000 Denver, CO 80203-4356 Project Name_U T�- �2C��I�Z.�,` �-C�l�- 303/860-9021 Fax:303/860-9537 Client !f�t��,� 0� �,����. Checked Date www.J R HarrisAndCo.com Subject_� ��-1?I�e� �-a�:f��I,�'c. `� 1��DI�""�F� !���.�� Sheet � Of ���� ����(Q��'�d ������ ����� � � i__ � � 3.; .., . . . . . . . . � � �-. r .-__� .33� �1��1�! 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I � ��., � �. .. .. .. .. .> � . � N '�;" '.,.' � .:. .. . �.,... ....�....�..' � ':., " .;. • . ........... ..... � _ _____ � {.} � � W _ T � K 'v . . .... N N � ' VN x �� Q � � Z O Q U K ,� ..S Q w .L ,l ,l ,l .l ° � O � .,�Z ���Z �.�Z .,�Z ,.�Z m \ d � N ..TZ ,.�b .,�b ..�b ..�ti .,�� � � ..L-,Z � 0 . , ' . ■� www.hiiti.us Profis Anchor 2.4.7 Company: J.R.Harris 8�Company Page: 1 Specifier: Brent Norris Project: VTC Repairs-2014 Address: 1775 Sherman Street Sub-Project I Pos. No.: 2737 Phone I Fax: 303-860-9021 �303-860-9537 Date: 6/16/2014 E-Mail: brent.norris@jrharrisandco.com Specifier's comments:Repair for Spalled Ledge at Top Level East of B.9-36 1 Input data �4 r'.�d.§t#�t4 {���k.�A Anchor type and diameter: Kwik Bolt 3-HDG 3/4(5) � � � _� `�`� ��� '....� .����v��a����. F w Effective embedment depth: hef=5.000 in.,h„om=5.563 in. ��` ' Material: Carbon Steel Evaluation Service Report: ESR-2302 Issued I Valid: 12/112013� 12/1/2015 Proof: design method ACI 318/AC193 Stand-off installation: eb=0.000 in.(no stand-of�;t=0.750 in. Anchor plate: Ix x lY x t=27.500 in.x 31.000 in.x 0.750 in.;(Recommended plate thickness:not calculated) Profile: Rectangular HSS(AISC);(L x W x T)=2.000 in.x 1.000 in.x 0.125 in. Base material: uncracked concrete,4000,f�=4000 psi;h=12.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.j 8�Loading[Ib,in.lb] ��� � � ; � �° �� �1� ��~"_ � � g' �-+;--'� ~� a� --'"�--'�_�---'"� � �� -��r�.,..._..------ � � � � ^� � �,5'� _� _� ' � t,w � - , , , � . _ ,, � - _ -� �.. , , .�_ . � � � � � ; ��� _ � ,. \ � �.� , .� ___ - - - � � `.,� .. .. �ti.; t - 3 .. ��-��- �ti 3. - '� '" ��� � � � ,, �'� , � ��,� :;- ' �' � � .. 0� �` � � � � �� � � �:.,, F � �� �� ,, �, �. � _ � .. �`„ . � ��,_ ; ��� �� � �. � ,y._ : , - �� O.X ` �l ��-9 � � . . ... � � , � � �.,, ,, . . ��r�., ��'� . . . . ��� � . . , , e `'�� . . .. � . ..� � . � � � . . ',<<�>s . .. � � � X� , Input data and resuits must be checked for agreement with the existing conditions and for plausibility! PROFIS Mchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hi�ti is a registered Trademark of Hilti AG,Schaan � � G..'�rz.� www.hiiti.us Profis Anchor 2.4.7 Company: J.R.Harris&Company Page: 2 Specifier: Brent Norris Project: VTC Repairs-2014 Address: 1775 Sherman Street Sub-Project I Pos. No.: 2737 Phone I Fax: 303-860-9021 �303-860-9537 Date: 6/16/2014 E-Mail: brent.norris@jrharrisandco.com 2 Load case/Resulting anchor forces Load case:Design loads �1 �5 Y Anchor reactions[Ib] �2 �6 Tension force:(+Tension,-Compression) Ten ion Anchor Tension force Shear force Shear force x Shear force y o3 07 1 3322 8063 0 -8063 2 2707 8063 0 -8063 3 2091 8063 0 -8063 X 4 860 8063 0 -8063 5 3322 8063 0 -8063 �4 �$ 6 2707 8063 0 -8063 7 2091 8063 0 -8063 8 860 8063 0 -8063 � max.concrete compressive strain: 0.08[°,60] � ' max.concrete compressive stress: 334[psi� �Om�� resulting tension force in(x/y)=(0.000/8.324): 17960[Ib] resulting compression force in(x/y)=(0.000/-13.390):17960[Ib] 3 Tension load Load N,,,[Ib] Capacity�N„[Ib] Utilization�N=N�a/�N� Status Steel Strength' 3322 19080 18 OK Pullout Strength" 3322 8366 40 OK Concrete Breakout Strength" 17960 33905 53 OK "anchor having the highest loading *`anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-2302 �Nstee�Z Nua ACI 318-08 Eq.(D-1) Variables n �e.N I��.21 f��IPS7 1 0.24 106000 Calculations NSe[�bl 25440 Results Nsa L�bJ �steel �Nsa L�bl Nua l�bl 25440 0.750 19080 3322 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a regislered Trademark of Hilti AG,Schaan . � www.hiici.us Profis Anchor 2.4.7 Company: J.R.Harris 8�Company Page: 3 Specifier: Brent Norris Project: VTC Repairs-2014 Address: 1775 Sherman Street Sub-Project I Pos.No.: 2737 Phone I Fax: 303-860-9021 �303-860-9537 Date: 6/16/2014 E-Mail: brent.norris@jrharrisandco.com 3.2 Pullout Strength f0 refer to ICC-ES ESR-2302 NPn.{ _�`1p.z5oo 2500 �NPn,r 2 Nua ACI 318-08 Eq.(D-1) Variables f�IPS7 Nv,zsoo L�bl 4000 10175 Calculations f� 2500 1.265 Results Npnf I�b� �concrete �Nonf I�b� Nua��b� 12870 0.650 8366 3322 3.3 Concrete Breakout Strength Ncbg '�AN�o/l�ec,N lVed,N Wc,N l�cp,N Ny ACI 318-08 Eq.(D-5) �Ncny�N�a ACI 318-08 Eq.(D-1) AN� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) AN�o =9 het ACI 318-08 Eq.(D-6) 1 �ye�,N (� +2 eN 5 1.0 ACI 318-08 Eq.(D-9) — \ 3 he� wed N -�7�,�3(Ca.min 1 5 1.0 ACI 318-08 Eq.(D-11) �1.5het/ WePN _M�(ca_min 1.5hef1 c�.0 ACI 318-08 Eq.(D-13) � �ac Cac � Nb ={(���heFS ACI 318-08 Eq.(D-7) Variables fle(�Ifl.� 2c1 N lifl.� et2 N�Ifl.� Ca,min�Ifl.� ��,N 5.000 0.000 2.699 � 1.000 Cac�in.] kc a, fc�PS�� 9.500 24 1 4000 Calculations ANC���?� AN�o L�n.zl �ect N wecz N �ed N �/cp N Nb I�bl 940.50 225.00 1.000 0.735 1.000 1.000 16971 Results N�py[Ib] �concrete �Ncbg I�b� Nua��b� 52162 0.650 33905 17960 Input data and results must be checked for agreement with the existing conditions and for plausibiliry! PROFIS Mchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark o(Hilti AG,Schaan , �:1� www.hiiti.us Profis Anchor 2.4.7 Company: J.R.Harris 8�Company Page: 4 Specifier: Brent Norris Project: VTC Repairs-2014 Address: 1775 Sherman Street Sub-Project I Pos. No.: 2737 Phone I Fax: 303-860-9021 �303-860-9537 Date: 6/16/2014 E-Mail: brent.norris@jrharrisandco.com 4 Shear load Load V„a[Ib] Capacity�V„[Ih] Utilization��=V„al�V„ Status Steel Strength* 8063 11050 73 OK Steel failure(with lever arm)' N/A N/A N/A N/A Pryout Strength" 64500 99312 65 OK Concrete edge failure in direction*' N/A N/A NIA N/A "anchor having the highest loading ""anchor group(relevant anchors) 4.1 Steel Strength Vsa =ESR value refer to ICC-ES ESR-2302 �Usteel�Vua ACI 318-08 Eq.(D-2) Variables � Ase.V��n?� futa�PS�� 1 0.24 106000 Calculations usa��b� 17000 Results Vsa��b� �stee� Q�Vsa��b� Vua��b� 17000 0.650 11050 8063 4.2 Pryout Strength V�P9 —�P[(AN 0�Wec,N yled.N 1�1c.N lVcp.N Nb, ACI 318-08 Eq.(D-31) �V��y z V„a ACI 318-08 Eq.(D-2) AN� see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) AN� =9 he� ACI 318-08 Eq.(D-6) 1 w�,N 2 eN 5 1.0 ACI 318-08 Eq.(D-9) � +3 her l�1ed,N —O.7+0,3 (ca,min 1 c 1.0 ACI 318-08 Eq.(D-11) �1.5hef/ W�P,N =MAX��a=min 1.5hef�c 1.0 ACI 318-08 Eq.(D-13) � Cac �ac Np =IC��,�he�s ACI 318-08 Eq.(D-7) Variables �P hef Ilfl.� e��.N[in.] e�z.N[in.] Ca,min Lin.] 2 5.000 0.000 0.000 � Wc,N Cac Llfl.] {C� �, fc�ps�� 1.000 9.500 24 1 4000 Calculations AN��in.Z] AN�o Iin.2I We�i N w�2 N wea N W�P.N Nb I�bl 940.50 225.00 1.000 1.000 1.000 1.000 16971 Results V�P9 IIb� �concrete �V�Py[Ib] Vua��b� 141874 0.700 99312 64500 Input data and results must be checked for agreement with the existing condi[ions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan . � www.niiti.us Profis Anchor 2.4.7 Company: J.R.Harris&Company Page: 5 Specifier: Brent Norris Project: VTC Repairs-2014 Address: 1775 Sherman Street Sub-Project I Pos.No.: 2737 Phone I Fax: 303-860-9021 �303-860-9537 Date: 6/16/2014 E-Mail: brent.norris@jrharrisandco.com 5 Combined tension and shear loads RN R� C Utilization RN v[%] Status 0.530 0.730 5/3 94 OK �NV=p`�+R��=1 6 Warnings • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used.The m factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your locat standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan . �I�� www.hiiti.us Profis Anchor 2.4.7 Company: J.R.Harris 8�Company Page: 6 Specifier: Brent Norris Project: VTC Repairs-2014 Address: 1775 Sherman Street S�1b-Project I Pos.No.: 2737 Phone�Fax: 303-860-9021 �303-860-9537 Date: 6/16/2014 E-Mail: brent.norris@jrharrisandco.com 7 Installation data Anchor plate,steel:- Anchor type and diameter:Kwik Bolt 3-HDG 3/4(5) Profile:Rectangular HSS(AISC);2.000 x 1.000 x 0.125 in. Installation torque: 1320.002 in.lb Hole diameter in the fixture:df=0.813 in. Hole diameter in the base material:0.750 in. Plate thickness(input):0.750 in. Hole depth in the base material:5.750 in. Recommended plate thickness:not calculated Minimum thickness of the base material:8.000 in. Cleaning:Manual cleaning of the drilled hole according to instructions for use is required. Y 13.750 13.750 � 0 � N O� O O � V �2 � 0 M O � O l!� � �3 0 0 � x 4 o � o � o � � � M rn 0 7.000 13.500 7.000 Coordinates Anchor in. Anchor x y c.x c+x c_y c.Y Anchor x y �•x �+x �.y �+Y 1 -6.750 13.500 - - - - 5 6.750 13.500 - - - - 2 -6.750 9.000 - - - - 6 6.750 9.000 - - - - 3 -6.750 4.500 - - - - 7 6.750 4.500 - - - - 4 -6.750 -4.500 - - - - 8 6.750 -4.500 - - - - Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Mchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan • J.R. HARRIS & COMPANY � STRUCTURAL ENGINEERS Project No. f1-7�i� By��_Date �D— I � ��- 1775 Sherman Street, Suite 2000 Denver, CO 80203-4356 Project Name v�G- IZ�I�}�M i<.0 � ��"�' 303/860-9021 Fax:303/860-9537 Client T��i'�i f,�M`"� >,'�;' �--~ Checked Date www.J RHarrisAndCo.com Subject pT �3�1Z I t�!.lt �.��t�:€ � ,��x ��j� p"' !�,�„_.L„ Sheet � Of � ,, �`�'.��� ': I������?!� ����f 't`� ��,f``�1'�`� n , _ '__ _ _ i ._ . F ___, r � __ � i � _ ;�. _ , i__ � i_- i- . _. � --+ - -- --i t � � . ; , 33 . . .'�€ _. __ �_ . . . . 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