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. Proceedings of the annual convention . *0 ( &50 G^ G^ ! 12 62 66 G G O48900 §1 38 354 I m p a c t and Bridge Stresses o oin o5 o PERCENT OF O o SCJ ^ o RECORDED STATIC STRESSo o o o o o CP CO f^ tD in <T c o o o r o o (/)< . > on. t OJ - » c ^ • 0 • c o. - • • • • ^ * • 1 > o c _ _ _ _ _ __ MAXIMUM RECORDED STRESS IN REINFORCING BARS IN(LIVE LOAD PLUS IMPACT) — ^~ ■ —^ T — 1 1 O 11 zo < z o ^ _l 1- < y zoo o. 11 1 o • *■ - 5 ) • o , • • °o° zo ■a ui <2 J o. o o (/) (D m•a (/) i^i bj uj S • •o __^ • 0 ~ , • L 1 ° ■ (t 9 _ 0 .^ i — J ^ ill — 1- -1 — 1* II - — 1 r> — — — -^ J_ CJ J = I- OJ- in o Q CC Q CD., 1-01 </) ot— ^ X - — O. A29D5<G </5 eno • G C 4890 C 4890 Tests on Reinforced Concrete Bridges 3SS PERCENT OF RECORDED STATIC STRESS ID £ 5 o i. o (71 O 00 o o oin »» oto o CM o o O. r - ■.. 1 2 e)to UJQ < q:< ^ ^ O I • o a o. in111 s 2 O85~ •c ► g. llJI—o-O Q5 ujl— ro oj ~ o 3 o2 z S? O J - CI L_ — iI13 < CE r^ _i t ^1— 2 O I- <
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
