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� ` _ w w z — _ �� ; r:.:. c� : » ,::<. . . z ; P — 0 ST TE — NS . _ IONED 1 B E AM 7P T 1 : _ _ STR , ESSIN G SC HED _ , _ _ UL E w _ _ _ _ 2 _ , 3 : , , .. W , : 19 - - : , 6 ; ,, . y ` , „ ., <. 2 _ , . . :: ,.; . .. ' _ , » _...,:- . . :. . FO _ _ RCE , _ , ,_ _ „ ` PROFILE 2 C.G. __ _ _ _ 2 6 S. _ E--- _ _ . _, _ ST _ , _ _ RE 11 SSING _ 9 _ y _ _ 2 _ _ 1 __ _ . 1 � _ ; , � REMARKS ST ;: o , AG ES ' WEST END : CEN TER '1 CEN TER 2 : E AST END � , � z , , ,, '„ , � „ , � „ w � S , TAGE 1 486K 36 4 � 50 36 STRESS B EAM WHEN CONCR ETE R EACH z . _ o ,ST RENGTH . NOT ED BELO _ W RE _ ; MOVE c� � _ _, _ _ ,, _ : SHO , , RING AF7 ` ER STRESS ING B EAM : _. > „ ,. : ) z _ , w 24 � , „ _ , , , _ _ _ ., „ , _ ST , _ _ AG , , E _ 2 _ __ 270K 3 0 4 50 ; ; _ 30 STR _ ESS BEA � M _ AFTER ST H & 9 _ _ TH - x :r , � : L., L LAZ # E R � ,� _. , F , , LOOR , S ARE _ CO _ A DD #4C�6 NSTR UCTED _ , � � � A � � r �r � a s ,; _, 32 MA _ : . . . . . .S . Sy'F2. S . 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S EE EL V Q » » E ATION , „ _ FOR SP - PT TR AN SF ER B EAM 5P T : CGS. 3 0 26 2 AT L - „ , » EVEL 0 ( 5 ) - _ 1/2 -1 0 » » � SEC TION A ,, , , » 3/4 = - c 1 0 � O NISHKIAN MEN NINGER; CO NSU LT ING AND S TRUCTURA L ENGINEERS 200 5 _ _: , _ _ _ _ _ _ _ _ . /