. Proceedings of the annual convention . Tests on Reinfcreed Concrete Bridges 347 PERCENT OF RECORDED STATIC STRESS 9 u 2 J lO C4 o 0> 00 1^ u> oin » i^ (M < 5 c oin . zo Ul o < UJ J^ MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) |i O d o c 3 c> o o. - (T — — o 1 ijl o |L_- — — ~ ii o UJcn£ en a (/)UJ^(TOH-§«, §i UJ 5 o: = ^5 ^ </) UJO u. -■^■f^ a: 1—5 (Eo jr ■^S o5d u. 2i_ Q. XI-. G O O O 6474 C G O G-^ 6 67 o 348 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS u 3 q K : ^J r t J i r
. Proceedings of the annual convention . Tests on Reinfcreed Concrete Bridges 347 PERCENT OF RECORDED STATIC STRESS 9 u 2 J lO C4 o 0> 00 1^ u> oin » i^ (M < 5 c oin . zo Ul o < UJ J^ MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) |i O d o c 3 c> o o. - (T — — o 1 ijl o |L_- — — ~ ii o UJcn£ en a (/)UJ^(TOH-§«, §i UJ 5 o: = ^5 ^ </) UJO u. -■^■f^ a: 1—5 (Eo jr ■^S o5d u. 2i_ Q. XI-. G O O O 6474 C G O G-^ 6 67 o 348 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESS u 3 q K : ^J r t J i rO n^ J O , 0 u> o. zo(« UJ o< UJ a. _j It o—s< RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) In — J o zo 2 S \lIi s ? o § O 1 •o <0 r 1 1 o. 1 1 o. — CALCULATED STATICJONCRETE NOT TAKING TENSIONTAKING TENSION — o. • 8 —• RECORDED STATIC- EAST SLABp WEST o ■ g. — L HJ : |- II L,— 1 in E33§ h- <n o UJol^ tc o ^m- (/) 2? <a. _i t-- _] Q: ro <S9 g cn-o ^b
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
