2001 ASD Supplements - unprotected PDF - American Wood Council

ASD STRUCTURAL GLUED LAMINATED TIMBER SUPPLEMENTGL-33Table 5.1 Moment and Shear Capacities a for Bending about X-X Axis (C D= 1.0,(Cont.) C V= 1.0) Western Species Glued Laminated TimberaDepth M (lbf-ft.) when F bx (psi) is V (lbf) when F vx (psi) isd (in.) 2,400 2,000 1,600 240 190 1756-3/4 in. Width7-1/2 12,656 10,547 8,438 8,100 6,413 5,9069 18,225 15,188 12,150 9,720 7,695 7,08810-1/2 24,806 20,672 16,538 11,340 8,978 8,26912 32,400 27,000 21,600 12,960 10,260 9,45013-1/2 41,006 34,172 27,338 14,580 11,543 10,63115 50,625 42,188 33,750 16,200 12,825 11,81316-1/2 61,256 51,047 40,838 17,820 14,108 12,99418 72,900 60,750 48,600 19,440 15,390 14,17519-1/2 85,556 71,297 57,038 21,060 16,673 15,35621 99,225 82,688 66,150 22,680 17,955 16,53822-1/2 113,906 94,922 75,938 24,300 19,238 17,71924 129,600 108,000 86,400 25,920 20,520 18,90025-1/2 146,306 121,922 97,538 27,540 21,803 20,08127 164,025 136,688 109,350 29,160 23,085 21,26328-1/2 182,756 152,297 121,838 30,780 24,368 22,44430 202,500 168,750 135,000 32,400 25,650 23,62531-1/2 223,256 186,047 148,838 34,020 26,933 24,80633 245,025 204,188 163,350 35,640 28,215 25,98834-1/2 267,806 223,172 178,538 37,260 29,498 27,16936 291,600 243,000 194,400 38,880 30,780 28,35037-1/2 316,406 263,672 210,938 40,500 32,063 29,53139 342,225 285,188 228,150 42,120 33,345 30,71340-1/2 369,056 307,547 246,038 43,740 34,628 31,89442 396,900 330,750 264,600 45,360 35,910 33,07543-1/2 425,756 354,797 283,838 46,980 37,193 34,25645 455,625 379,688 303,750 48,600 38,475 35,43846-1/2 486,506 405,422 324,338 50,220 39,758 36,61948 518,400 432,000 345,600 51,840 41,040 37,80049-1/2 551,306 459,422 367,538 53,460 42,323 38,98151 585,225 487,688 390,150 55,080 43,605 40,16352-1/2 620,156 516,797 413,438 56,700 44,888 41,34454 656,100 546,750 437,400 58,320 46,170 42,52555-1/2 693,056 577,547 462,038 59,940 47,453 43,70657 731,025 609,188 487,350 61,560 48,735 44,88858-1/2 770,006 641,672 513,338 63,180 50,018 46,06960 810,000 675,000 540,000 64,800 51,300 47,250Applicable to fully laterally supported members. For other conditions of lateral support, see NDS-2001. For other load durations, multiply the tabulatedvalues by an appropriate load duration factor (see Section 4.2).5CAPACITY SELECTION TABLESAPA – The Engineered Wood Association