2001 ASD Supplements - unprotected PDF - American Wood Council

GL-32CAPACITY SELECTION TABLESTable 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 1755-1/8 in. Width6 6,150 5,125 4,100 4,920 3,895 3,5887-1/2 9,609 8,008 6,406 6,150 4,869 4,4849 13,838 11,531 9,225 7,380 5,843 5,38110-1/2 18,834 15,695 12,556 8,610 6,816 6,27812 24,600 20,500 16,400 9,840 7,790 7,17513-1/2 31,134 25,945 20,756 11,070 8,764 8,07215 38,438 32,031 25,625 12,300 9,738 8,96916-1/2 46,509 38,758 31,006 13,530 10,711 9,86618 55,350 46,125 36,900 14,760 11,685 10,76319-1/2 64,959 54,133 43,306 15,990 12,659 11,65921 75,338 62,781 50,225 17,220 13,633 12,55622-1/2 86,484 72,070 57,656 18,450 14,606 13,45324 98,400 82,000 65,600 19,680 15,580 14,35025-1/2 111,084 92,570 74,056 20,910 16,554 15,24727 124,538 103,781 83,025 22,140 17,528 16,14428-1/2 138,759 115,633 92,506 23,370 18,501 17,04130 153,750 128,125 102,500 24,600 19,475 17,93831-1/2 169,509 141,258 113,006 25,830 20,449 18,83433 186,038 155,031 124,025 27,060 21,423 19,73134-1/2 203,334 169,445 135,556 28,290 22,396 20,62836 221,400 184,500 147,600 29,520 23,370 21,5255-1/2 in. Width6 6,600 5,500 4,400 5,280 4,180 3,8507-1/2 10,313 8,594 6,875 6,600 5,225 4,8139 14,850 12,375 9,900 7,920 6,270 5,77510-1/2 20,213 16,844 13,475 9,240 7,315 6,73812 26,400 22,000 17,600 10,560 8,360 7,70013-1/2 33,413 27,844 22,275 11,880 9,405 8,66315 41,250 34,375 27,500 13,200 10,450 9,62516-1/2 49,913 41,594 33,275 14,520 11,495 10,58818 59,400 49,500 39,600 15,840 12,540 11,55019-1/2 69,713 58,094 46,475 17,160 13,585 12,51321 80,850 67,375 53,900 18,480 14,630 13,47522-1/2 92,813 77,344 61,875 19,800 15,675 14,43824 105,600 88,000 70,400 21,120 16,720 15,40025-1/2 119,213 99,344 79,475 22,440 17,765 16,36327 133,650 111,375 89,100 23,760 18,810 17,32528-1/2 148,913 124,094 99,275 25,080 19,855 18,28830 165,000 137,500 110,000 26,400 20,900 19,25031-1/2 181,913 151,594 121,275 27,720 21,945 20,21333 199,650 166,375 133,100 29,040 22,990 21,17534-1/2 218,213 181,844 145,475 30,360 24,035 22,13836 237,600 198,000 158,400 31,680 25,080 23,100Applicable 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).APA – The Engineered Wood Association