. Proceedings of the annual convention . 010 < -«1- f^ s ■ * UJ a. , . o u IT o U5 Z UJ <fl O (T UJ (/) Q. <n z 2 in + I u 310 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESSOoOOOOoO zo COUJQ < cr<1 L —* • 1 0 •c ( ( D < C •1 ) 1 OOOOOOOOO^ OOioDf^cDin^fOcjSi MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) 3~ooobooobb T 1 11 ii |22t- OO 2 K lU < y- _l UJ 3 (roo _l 2 <oo o 1 t^LCULATED STATIC STRESSONCRETE TAKING TENSION NOT TAKING TENSION — — CORDED STATIC STRESSNORTH SLABSOUTH SLAB ooi <;j • — 0 •• o oo o: oo • • — -1 —4 -+ ? - — — 1—


. Proceedings of the annual convention . 010 < -«1- f^ s ■ * UJ a. , . o u IT o U5 Z UJ <fl O (T UJ (/) Q. <n z 2 in + I u 310 Impact and Bridge Stresses PERCENT OF RECORDED STATIC STRESSOoOOOOoO zo COUJQ < cr<1 L —* • 1 0 •c ( ( D < C •1 ) 1 OOOOOOOOO^ OOioDf^cDin^fOcjSi MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) 3~ooobooobb T 1 11 ii |22t- OO 2 K lU < y- _l UJ 3 (roo _l 2 <oo o 1 t^LCULATED STATIC STRESSONCRETE TAKING TENSION NOT TAKING TENSION — — CORDED STATIC STRESSNORTH SLABSOUTH SLAB ooi <;j • — 0 •• o oo o: oo • • — -1 —4 -+ ? - — — 1—1 1 1 L I - o ttco w a, uj§!- Q < CD UJ CO |_ 1liJ o E< H- CL o !i;^i- 2< to UJ o _ Oo: O 5-l«^oO 2! CDo t- Str- o ^So Q-< OcoO. in uj^ 2 , „ _J ^s< UJ < qUjI- o o pj


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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900