. Proceedings of the annual convention . 5<^ ^^ CO a: if) UJ UJ °- OCen I- UJ (/). Tests on Reinforced Concrete Bridges 321 PERCENT OF RECORDED STATIC STRESS g 0) o 00 o 1^ o o o o K> O CVI o o o «• zoin UJ a< UJ Q ^ enen en OB m o >--leg 5 ^-q: to ,-;f w UJ cc 3 -J - ^So_|OxO S S MAXIMU^fl RECORDED STRESS IN CONCRETE IN KSI,( LIVE LOAD PLUS IMPACT) Il —1 o 1 in 1 -1 r- — — — L_ O. ,_ , r UJ u p Q 1* • CALCULATED MAXIMUM STRES CENTER PILE - SOUTH PILE NORTH PIL o. t n - ^ • a >-ID< < i-cr CO UJ UJ — 1- r ) o — 1- ^ UJ >- 3 UJ z f- > BC < O i
. Proceedings of the annual convention . 5<^ ^^ CO a: if) UJ UJ °- OCen I- UJ (/). Tests on Reinforced Concrete Bridges 321 PERCENT OF RECORDED STATIC STRESS g 0) o 00 o 1^ o o o o K> O CVI o o o «• zoin UJ a< UJ Q ^ enen en OB m o >--leg 5 ^-q: to ,-;f w UJ cc 3 -J - ^So_|OxO S S MAXIMU^fl RECORDED STRESS IN CONCRETE IN KSI,( LIVE LOAD PLUS IMPACT) Il —1 o 1 in 1 -1 r- — — — L_ O. ,_ , r UJ u p Q 1* • CALCULATED MAXIMUM STRES CENTER PILE - SOUTH PILE NORTH PIL o. t n - ^ • a >-ID< < i-cr CO UJ UJ — 1- r ) o — 1- ^ UJ >- 3 UJ z f- > BC < O in L - 11 — _ _ ^ L
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
