2001 ASD Supplements - unprotected PDF - American Wood Council

ASD STRUCTURAL GLUED LAMINATED TIMBER SUPPLEMENTGL-39Table 5.2 Moment and Shear Capacities a for Bending about X-X Axis (C D= 1.0,(Cont.) C V= 1.0) Southern Pine Glued Laminated TimberaDepth M (lbf-ft) when F bx (psi) is V (lbf) whenF vx (psi) isd (in.) 3,000 2,800 2,600 2,400 2,000 2705-1/8 in. Width6-7/8 10,093 9,420 8,747 8,075 6,729 6,3428-1/4 14,534 13,565 12,596 11,627 9,689 7,6119-5/8 19,783 18,464 17,145 15,826 13,188 8,87911 25,839 24,116 22,393 20,671 17,226 10,14812-3/8 32,702 30,522 28,342 26,162 21,801 11,41613-3/4 40,373 37,681 34,990 32,298 26,915 12,68415-1/8 48,851 45,594 42,338 39,081 32,567 13,95316-1/2 58,137 54,261 50,385 46,509 38,758 15,22117-7/8 68,230 63,681 59,133 54,584 45,487 16,49019-1/4 79,131 73,855 68,580 63,304 52,754 17,75820-5/8 90,839 84,783 78,727 72,671 60,559 19,02722 103,354 96,464 89,574 82,683 68,903 20,29523-3/8 116,677 108,899 101,120 93,342 77,785 21,56324-3/4 130,808 122,087 113,367 104,646 87,205 22,83226-1/8 145,746 136,029 126,313 116,596 97,164 24,10027-1/2 161,491 150,725 139,959 129,193 107,661 25,36928-7/8 178,044 166,174 154,305 142,435 118,696 26,63730-1/4 195,404 182,377 169,350 156,323 130,269 27,90631-5/8 213,572 199,334 185,095 170,857 142,381 29,17433 232,547 217,044 201,541 186,038 155,031 30,44334-3/8 252,330 235,508 218,686 201,864 168,220 31,71135-3/4 272,920 254,725 236,530 218,336 181,946 32,9795-1/2 in. Width6-7/8 10,832 10,110 9,387 8,665 7,221 6,8068-1/4 15,598 14,558 13,518 12,478 10,398 8,1689-5/8 21,230 19,815 18,399 16,984 14,153 9,52911 27,729 25,881 24,032 22,183 18,486 10,89012-3/8 35,095 32,755 30,415 28,076 23,396 12,25113-3/4 43,327 40,438 37,550 34,661 28,885 13,61315-1/8 52,425 48,930 45,435 41,940 34,950 14,97416-1/2 62,391 58,231 54,072 49,913 41,594 16,33517-7/8 73,222 68,341 63,459 58,578 48,815 17,69619-1/4 84,921 79,259 73,598 67,936 56,614 19,05820-5/8 97,485 90,986 84,487 77,988 64,990 20,41922 110,917 103,522 96,128 88,733 73,944 21,78023-3/8 125,215 116,867 108,519 100,172 83,476 23,14124-3/4 140,379 131,020 121,662 112,303 93,586 24,50326-1/8 156,410 145,983 135,555 125,128 104,273 25,86427-1/2 173,307 161,753 150,200 138,646 115,538 27,22528-7/8 191,071 178,333 165,595 152,857 127,381 28,58630-1/4 209,702 195,722 181,742 167,761 139,801 29,94831-5/8 229,199 213,919 198,639 183,359 152,799 31,30933 249,563 232,925 216,288 199,650 166,375 32,67034-3/8 270,793 252,740 234,687 216,634 180,528 34,03135-3/4 292,889 273,363 253,837 234,311 195,260 35,393Applicable to fully laterally supported members. For other conditions of lateral support, see NDS-2001. For other load durations,multiply the tabulated values by an appropriate load duration factor (see Section 4.2).5CAPACITY SELECTION TABLESAPA – The Engineered Wood Association