. Proceedings of the annual convention . 342 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS to K ^ fo tvj— OoScor-ioirtl — ~ o • o z If) — ^ _ -X_ — UJ — UJ .-. o. — 8- ~ ^ ~ g • ±_- - - o i-^^ MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) o f>. 00 inn o S o o a O — r T _ — 1 — U) ~ ~ -1- — -f —O- ^ _ z T o t/> 1? o — o ■ ~~ o 1 1 L ~ ~ 1 J. _ - T — 1 n — r II cn m tn — h- V) TOP OF CC MAXIMUMTOTAL 1 llJ o tL 13 m > f^ So o fll z u. CC u 0) m a. UJ H o < z Q. o s ) 5 _l< q: fe I. ^ O6383 O I i| uj5 42 2
. Proceedings of the annual convention . 342 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS to K ^ fo tvj— OoScor-ioirtl — ~ o • o z If) — ^ _ -X_ — UJ — UJ .-. o. — 8- ~ ^ ~ g • ±_- - - o i-^^ MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) o f>. 00 inn o S o o a O — r T _ — 1 — U) ~ ~ -1- — -f —O- ^ _ z T o t/> 1? o — o ■ ~~ o 1 1 L ~ ~ 1 J. _ - T — 1 n — r II cn m tn — h- V) TOP OF CC MAXIMUMTOTAL 1 llJ o tL 13 m > f^ So o fll z u. CC u 0) m a. UJ H o < z Q. o s ) 5 _l< q: fe I. ^ O6383 O I i| uj5 42 25 • i 4225^ ** Tests on Reinforced Concrete Bridges 343 PERCENT OF RECORDED STATIC STRESS QS z eniij Q < UJ a: < - L ( -^ • • f p ^ • < , r •i •• »r r o ^ o • • • c •< 3o o * < •o C 3 • 0 • • • 0 0 • 0 0 « P r 0 »r o o < 3fe MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) o _■ c 3 ( -i o 3 p O a> r H o zo tn ^ UJ i •- §i S ;«:o? LU . -J z 3 y oo 1 1 1 o 11 ID 1 O < in ? o CALCULATED STATICONCRETE NOT TAKING TENSIONTAKING TENSION •« 0 5 f o ^ ^ RECORDED STATIC— EAST SLAB^WEST • 3 o •• « 3 (M • 3 o ■— -z 1 1 o 1 L - n ... u </) (£ UJ is ^3 ujX Ld <I Ul O li-o ■QttQ (toy (J) / T 2 (/y — o St Stc 2d e<
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
