2001 ASD Supplements - unprotected PDF - American Wood Council

ASD STRUCTURAL GLUED LAMINATED TIMBER SUPPLEMENTGL-35Table 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 17510-3/4 in. Width12 51,600 43,000 34,400 20,640 16,340 15,05013-1/2 65,306 54,422 43,538 23,220 18,383 16,93115 80,625 67,188 53,750 25,800 20,425 18,81316-1/2 97,556 81,297 65,038 28,380 22,468 20,69418 116,100 96,750 77,400 30,960 24,510 22,57519-1/2 136,256 113,547 90,838 33,540 26,553 24,45621 158,025 131,688 105,350 36,120 28,595 26,33822-1/2 181,406 151,172 120,938 38,700 30,638 28,21924 206,400 172,000 137,600 41,280 32,680 30,10025-1/2 233,006 194,172 155,338 43,860 34,723 31,98127 261,225 217,688 174,150 46,440 36,765 33,86328-1/2 291,056 242,547 194,038 49,020 38,808 35,74430 322,500 268,750 215,000 51,600 40,850 37,62531-1/2 355,556 296,297 237,038 54,180 42,893 39,50633 390,225 325,188 260,150 56,760 44,935 41,38834-1/2 426,506 355,422 284,338 59,340 46,978 43,26936 464,400 387,000 309,600 61,920 49,020 45,15037-1/2 503,906 419,922 335,938 64,500 51,063 47,03139 545,025 454,188 363,350 67,080 53,105 48,91340-1/2 587,756 489,797 391,838 69,660 55,148 50,79442 632,100 526,750 421,400 72,240 57,190 52,67543-1/2 678,056 565,047 452,038 74,820 59,233 54,55645 725,625 604,688 483,750 77,400 61,275 56,43846-1/2 774,806 645,672 516,538 79,980 63,318 58,31948 825,600 688,000 550,400 82,560 65,360 60,20049-1/2 878,006 731,672 585,338 85,140 67,403 62,08151 932,025 776,688 621,350 87,720 69,445 63,96352-1/2 987,656 823,047 658,438 90,300 71,488 65,84454 1,044,900 870,750 696,600 92,880 73,530 67,72555-1/2 1,103,756 919,797 735,838 95,460 75,573 69,60657 1,164,225 970,188 776,150 98,040 77,615 71,48858-1/2 1,226,306 1,021,922 817,538 100,620 79,658 73,36960 1,290,000 1,075,000 860,000 103,200 81,700 75,250Applicable 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