. Proceedings of the annual convention . 4890 C4890* C 340 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS ~ ~ ~ — ~ 1 \\ 0 i u> o I. c I TD 3 J ^ o - I u tr L. UJ 5S- - 2 ^ ~ •• \ 1 O a. cm - ? A. D _L MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) n ^~ — o r— -_» 0» «0 2O 5 •& 3 UJ 5 1- u <Q t- i§K < y<^g 2Oo o. IE O — - O. UJ CALCULATED STATICCRETE NOT TAKING TENSION TAKING TENSION • UJ -I o ? a UJ o 8 a 1 , ^i^- z •o1 n o UJ CJ - o- R L — -*■ 1 1 1 a c • 1 1 - — -1 I_ UJ (O* UJir (/) UJ(O (£ q:. UJCD en (- UJO Ohi CC< ~ 2 I TT U. ^ J- Q-

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