. Proceedings of the annual convention . ? 01 o zllJ < fr 5 in g < or o 7 ^ 2 CO -m oo ir> < . o 0- < ri o p ^. ii: o 55 ^ + <S _J tnts zz << 5CM oq ooq z 2 1- CD < < <<n. UJ a UJ 3X (O » < UJ (n S !^o 2t»J- r^rn 2 -I UJ ^< O I- < p: z o u:.4 z 1 Ft m Stresses in a Solid-Plate Floorbeam Hanger 145 TABLE OF MEASURED STRAINS COMPUTED FROM FIGURE 7 SECTION AB-3 DG-3 LOAD 3000 6000 9000 12000 3000 6000 9000 12000 EXTREME FIBER (OUTSIDE) 183 368 554 742 185 368 552 742 EXTREME FIBER (INSIDE) 79 158 241 328 77 154 236 324 DIRECT (NEUTRAL AXIS) 131 263 398
. Proceedings of the annual convention . ? 01 o zllJ < fr 5 in g < or o 7 ^ 2 CO -m oo ir> < . o 0- < ri o p ^. ii: o 55 ^ + <S _J tnts zz << 5CM oq ooq z 2 1- CD < < <<n. UJ a UJ 3X (O » < UJ (n S !^o 2t»J- r^rn 2 -I UJ ^< O I- < p: z o u:.4 z 1 Ft m Stresses in a Solid-Plate Floorbeam Hanger 145 TABLE OF MEASURED STRAINS COMPUTED FROM FIGURE 7 SECTION AB-3 DG-3 LOAD 3000 6000 9000 12000 3000 6000 9000 12000 EXTREME FIBER (OUTSIDE) 183 368 554 742 185 368 552 742 EXTREME FIBER (INSIDE) 79 158 241 328 77 154 236 324 DIRECT (NEUTRAL AXIS) 131 263 398 534 130 260 393 532 BENDING (OUTSIDE 8 INSIDE) 52 105 157 208 53 106 157 208 STRAIN-LOAD CURVESFOR SECTIONS AB-3 8 DC-3 1000
Size: 1520px × 1645px
Photo credit: © Reading Room 2020 / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
