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. Proceedings of the annual convention . • ~ D* • c • O ro « 1 ~^ — Z ». o. ■ u5 o UJ • ~~ < 1 ■ ^ o L-. - » _s_ 0 ° ^ ■^ , . ° !<** —r _a_ C_ \ 1 i__ 1 1 ,n UJ (/) — UJ<o RETE Pit. RESSEPACTS o you. 2 Q maq: „ UJ Uj -is us _l )- ir r^ -J .^ii5 O Q- 10 OD < Sri 7 in <tz Q. MAXIMUM RECORDED STRESS IN CONCRETE IN KSI,(LIVE LOAD PLUS IMPACT) 1 1 ■—I < UJO) 5 _J liJ r4 §yuj o 1 in —|. < ^ 0 _^ O. 1 < » o ° t * ) — » o - o J LUJ • o C\J o o — _J ~J UJ< OUJ o -11 _8 UJ (T 5^ Jj < J UJ , o •._^ o. _^4- s- . • ■v^ -1 to — - ji— t =-t 1 1 _. zsos^c Q- en il UJ 5q2 C; C63 72G-588 G^! 0. q: 5537 48904890 o 4i Tests on Reinforced Concrete Bridges 371 PERCENT OF RECORDED STATIC STRESS 0 • < 0 o o • a o ) • o 0 ° UJ o < UJ < = ■ o s . 1 o <M o - a « • P (* , 1 °°a ?«a ^0 -J ^ — I- y < d UJ q: Ql z <D w 8 2 -J f ^3 <^2k o 13g q:cd UJm - (-^<02 MAXIMUM RECORDED STRESS IN CONCRETE IN KSI. (LIVE LOAD PLUS IMPACT) 1 1 I CALCULATED MAXIMUM CENTER PILE 1 E, a W. PILES 1 1 — , ■i 1 s o a } o ^ 1 — — 1 1 . ° i T ■ or 3 1 < 8 0 <J ^ q: UJ • o^o ■ o - UJ Z RECORDED STATICCENTER PILEEAST - WEST • S > <M CALCULATED STATIC — CENTER PILE — Law PILES - o • 1 1 \ .} 3 J 1 i _ o m ^ - ~~
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
