. Proceedings of the annual convention . iu ^ UJ o -I (TZ h^ Q. MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.(LIVE LOAD PLUS IMPACT) 1 1 —1— I-1 1 z it Ul 3 u;O zoo CALCULATED STATICJCRETE NOT TAKING TENSIONn TAKING TENSION c o 0 d (1 o o t-< H01 QUJQCE o o Ul a: 1 ^c a oo ) 11 L U b —, [— s. CO o UJ sic f2w b«45 G5645 C 5790 0 57 90 G G G 56 45 G56 45G 90vJ Tests on Reinforced Concrete Bridges 385 PERCENT OF RECORDED STATIC STRESS o o o 00 o o oIf) o s o g o o D o 0 0 ° 0 ^ o o z a< ^ ° 0 o o 0 o 0 □ o. I O o - -— JJ o o. to ■ ° o • 0 o i 8 n , ° o L_ 1/) £(/) Q- I-i/i
. Proceedings of the annual convention . iu ^ UJ o -I (TZ h^ Q. MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI.(LIVE LOAD PLUS IMPACT) 1 1 —1— I-1 1 z it Ul 3 u;O zoo CALCULATED STATICJCRETE NOT TAKING TENSIONn TAKING TENSION c o 0 d (1 o o t-< H01 QUJQCE o o Ul a: 1 ^c a oo ) 11 L U b —, [— s. CO o UJ sic f2w b«45 G5645 C 5790 0 57 90 G G G 56 45 G56 45G 90vJ Tests on Reinforced Concrete Bridges 385 PERCENT OF RECORDED STATIC STRESS o o o 00 o o oIf) o s o g o o D o 0 0 ° 0 ^ o o z a< ^ ° 0 o o 0 o 0 □ o. I O o - -— JJ o o. to ■ ° o • 0 o i 8 n , ° o L_ 1/) £(/) Q- I-i/i Og £ - O Q (- MAXIMUM RECORDED STRESS IN REINFORCING BARS IN KSI(LIVE LOAD PLUS IMPACT) ^ : o 0^ CO r- ID in 1- rO t\) o 1 1 o 1 *, r *— 11 □ 1 o . zo</) \ q: ZUJ 5 »- ii < -^ oo oo °? oa. O liJ z < (/)K- e) z «) ZliJQ < UJ •- o < UJO ►- UI(T . o - 2 ■^ - - I/) o J ~ - - 5 o. O % tno UI occoo o - if) O. i ] ■ - — ■< J ! - O ( c ° - - ~- - < f i ■| - h - - o __ 1 .- -.
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
