. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges PERCENT OF RECORDED STATIC STRESS 333 o (0 s- 0 OOO •§J o 1 1 r „ = zoin UJQ n UJ(£ o o • Md • ■ g o c • ^:; *■ • n ^<2 UJ I— to . < 51- a. (/) W UJ IaJ . ^1 CO <t (E _i (/) a (nt- UJ UJ OH- lO O UJ O u. UJ 1- Ul ocozo(J ujo lo S fO 7 XH UJ < O CU z MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT). 1 1 1 o. 1^ is. 11 (0 H 1 -L1 — — , S- 1 1 - H q: - 5 UJ Q. S, *°\ )o 52* 5j o oO S ^ 1 o 3 ^o. 0 5-C ( UJ \ • O UJ _l ECORDED STATICWEST PILECENTER EAST ° if °c 2 8- • • )o z ^ o UJ o 1-&
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
