. Proceedings of the annual convention . 4890 0;4a90* Oi 346 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS SQQOOoSo OoOOOOOq_ C i 2 N g o ^ m f- y ?.?. ^.T uj X ~ ■ * 2 i i • a CO • s - o. S 1 , I/) o o 6 (0 to o o o o cV K) N r c ) o o o o o o) § CD n « o o o o K» CJ - MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) c o r r o c o o p c o Ip T - — Iz2 3 t:2 ^ !i U |_1- o «* z = ^ < ITO U o. ~ 1 1 1 1 1 ^^ = • ^ 0 L_ 3^o OJ ■ •i L- -^ pi O . — ^ 1 x^ L — — Ii L — — — -n o Tr~ eo >. ■ 10 in «. ^ V c in lijo. Qj (A K i CO 11 UJ -J o (hr^~ 5 (rt! SIS Ssd
. Proceedings of the annual convention . 4890 0;4a90* Oi 346 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS SQQOOoSo OoOOOOOq_ C i 2 N g o ^ m f- y ?.?. ^.T uj X ~ ■ * 2 i i • a CO • s - o. S 1 , I/) o o 6 (0 to o o o o cV K) N r c ) o o o o o o) § CD n « o o o o K» CJ - MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) c o r r o c o o p c o Ip T - — Iz2 3 t:2 ^ !i U |_1- o «* z = ^ < ITO U o. ~ 1 1 1 1 1 ^^ = • ^ 0 L_ 3^o OJ ■ •i L- -^ pi O . — ^ 1 x^ L — — Ii L — — — -n o Tr~ eo >. ■ 10 in «. ^ V c in lijo. Qj (A K i CO 11 UJ -J o (hr^~ 5 (rt! SIS Ssd au) CD Q. XI-. o •
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
