2001 ASD Supplements - unprotected PDF - American Wood Council

GL-40CAPACITY SELECTION TABLESTable 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 2706-3/4 in. Width6-7/8 NA 12,407 11,521 10,635 8,862 8,3538-1/4 NA 17,866 16,590 15,314 12,762 10,0249-5/8 NA 24,318 22,581 20,844 17,370 11,69411 NA 31,763 29,494 27,225 22,688 13,36512-3/8 NA 40,199 37,328 34,457 28,714 15,03613-3/4 NA 49,629 46,084 42,539 35,449 16,70615-1/8 NA 60,051 55,762 51,472 42,894 18,37716-1/2 NA 71,466 66,361 61,256 51,047 20,04817-7/8 NA 83,873 77,882 71,891 59,909 21,71819-1/4 NA 97,273 90,325 83,377 69,480 23,38920-5/8 NA 111,665 103,689 95,713 79,761 25,05922 NA 127,050 117,975 108,900 90,750 26,73023-3/8 NA 143,428 133,183 122,938 102,448 28,40124-3/4 NA 160,798 149,312 137,827 114,855 30,07126-1/8 NA 179,160 166,363 153,566 127,972 31,74227-1/2 NA 198,516 184,336 170,156 141,797 33,41328-7/8 NA 218,863 203,230 187,597 156,331 35,08330-1/4 NA 240,204 223,046 205,889 171,574 36,75431-5/8 NA 262,537 243,784 225,032 187,526 38,42433 NA 285,863 265,444 245,025 204,188 40,09534-3/8 NA 310,181 288,025 265,869 221,558 41,76635-3/4 NA 335,491 311,528 287,564 239,637 43,43637-1/8 NA 361,795 335,952 310,110 258,425 45,10738-1/2 NA 389,091 361,298 333,506 277,922 46,77839-7/8 NA 417,379 387,566 357,754 298,128 48,44841-1/4 NA 446,660 414,756 382,852 319,043 50,11942-5/8 NA 476,934 442,867 408,800 340,667 51,78944 NA 508,200 471,900 435,600 363,000 53,46045-3/8 NA 540,459 501,855 463,250 386,042 55,13146-3/4 NA 573,710 532,731 491,752 409,793 56,80148-1/8 NA 607,954 564,529 521,104 434,253 58,47249-1/2 NA 643,191 597,248 551,306 459,422 60,14350-7/8 NA 679,420 630,890 582,360 485,300 61,81352-1/4 NA 716,641 665,453 614,264 511,887 63,48453-5/8 NA 754,856 700,937 647,019 539,183 65,15455 NA 794,063 737,344 680,625 567,188 66,82556-3/8 NA 834,262 774,672 715,082 595,901 68,49657-3/4 NA 875,454 812,921 750,389 625,324 70,16659-1/8 NA 917,638 852,093 786,547 655,456 71,83760-1/2 NA 960,816 892,186 823,556 686,297 73,508Applicable 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).APA – The Engineered Wood Association