. Proceedings of the annual convention . 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. 3000 6000 9000 12000 COLUMN LOAD (LBS) F
. Proceedings of the annual convention . 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. 3000 6000 9000 12000 COLUMN LOAD (LBS) Fig. 9—Typical strain vs load curves. 146 Iron and Steel Structures
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Keywords: ., bookauthoramericanrailwayengine, bookcentury1900, bookdecade1900
