. Proceedings of the annual convention . 320 Imp a ct and Bridge Stresses o PERCENT OF RECORDED STATIC STRESSo o o o 2 o o 3 » 3 o f \ 2 • 0 1 • D 0 1 C • c • n o 0 1 i > ) o» < ) (/) UJQ <UJ q:< • c o L — -^ •or MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) in en CO UJ cnt- o < o l/l UJ O ^ <]^ uj3 < UJ u. J-^-b q: ^1- _1 ZXh- X < <0 ffi O) o h- o < U- §° o b- O d o 0 O r ID o L o~ — — — 1 •a UJ Q OC UJ UJUJ P _l -J — — — ^1 o UJ ~ — — — — — 00 CALCULAT MAXIMUM S CENTER P SOUTH P NORTH PIL o 1 • D p \ o 1 □ t o I c ih s o «o 1 o O^- t- oa (/I
. Proceedings of the annual convention . 320 Imp a ct and Bridge Stresses o PERCENT OF RECORDED STATIC STRESSo o o o 2 o o 3 » 3 o f \ 2 • 0 1 • D 0 1 C • c • n o 0 1 i > ) o» < ) (/) UJQ <UJ q:< • c o L — -^ •or MAXIMUM RECORDED STRESS IN CONCRETE IN KSI.(LIVE LOAD PLUS IMPACT) in en CO UJ cnt- o < o l/l UJ O ^ <]^ uj3 < UJ u. J-^-b q: ^1- _1 ZXh- X < <0 ffi O) o h- o < U- §° o b- O d o 0 O r ID o L o~ — — — 1 •a UJ Q OC UJ UJUJ P _l -J — — — ^1 o UJ ~ — — — — — 00 CALCULAT MAXIMUM S CENTER P SOUTH P NORTH PIL o 1 • D p \ o 1 □ t o I c ih s o «o 1 o O^- t- oa (/I UJ at UJ — t- <in^ 3 UJ o 1- o p >o K) ECORDEDIC STRESSTH PILENTRAL PILEORTH PILE - o o to CVJ \ 1 O 1 ~~ (r 5 3 UJ 2 f — u i 1 ^ u; y «rt * 1 . o ,^^ L — — — — _• _i iL _ _. 5<^ ^^ CO a: if) UJ UJ °- OCen I- UJ (/)
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900