. Proceedings of the annual convention . CD OD < o o ^ 5a50-C585 0*^-0 314 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESSoooooooc r n 1 1 .. • o f • 3 • 1 i z 1 III 1 o <111 < » o i Lj—. -^ < ^ < MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.( LIVE LOAD PLUS IMPACT), oo Q. tJ < Oo 1 1— — — — — \\ 1 |- if X < UJ ^ o o 1 1 i ! 1 1 1 1 1 Of 1 •■ 1 1 r o; • 1 :alculated static stressncrete not taking tension- taking tension ! 1 i 1 1 1 .. °-^. -1 *^ CD OD I XI- I- O O
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900