2001 ASD Supplements - unprotected PDF - American Wood Council

GL-42CAPACITY 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 27010-1/2 in. Width11 NA 49,408 45,879 42,350 35,292 20,79012-3/8 NA 62,532 58,066 53,599 44,666 23,38913-3/4 NA 77,201 71,686 66,172 55,143 25,98815-1/8 NA 93,413 86,740 80,068 66,723 28,58616-1/2 NA 111,169 103,228 95,288 79,406 31,18517-7/8 NA 130,469 121,150 111,830 93,192 33,78419-1/4 NA 151,313 140,505 129,697 108,081 36,38320-5/8 NA 173,701 161,294 148,887 124,072 38,98122 NA 197,633 183,517 169,400 141,167 41,58023-3/8 NA 223,110 207,173 191,237 159,364 44,17924-3/4 NA 250,130 232,263 214,397 178,664 46,77826-1/8 NA 278,694 258,787 238,880 199,067 49,37627-1/2 NA 308,802 286,745 264,688 220,573 51,97528-7/8 NA 340,454 316,136 291,818 243,182 54,57430-1/4 NA 373,651 346,961 320,272 266,893 57,17331-5/8 NA 408,391 379,220 350,049 291,708 59,77133 NA 444,675 412,913 381,150 317,625 62,37034-3/8 NA 482,503 448,039 413,574 344,645 64,96935-3/4 NA 521,876 484,599 447,322 372,768 67,56837-1/8 NA 562,792 522,592 482,393 401,994 70,16638-1/2 NA 605,252 562,020 518,788 432,323 72,76539-7/8 NA 649,256 602,881 556,505 463,755 75,36441-1/4 NA 694,805 645,176 595,547 496,289 77,96342-5/8 NA 741,897 688,904 635,912 529,926 80,56144 NA 790,533 734,067 677,600 564,667 83,16045-3/8 NA 840,714 780,663 720,612 600,510 85,75946-3/4 NA 892,438 828,692 764,947 637,456 88,35848-1/8 NA 945,706 878,156 810,605 675,505 90,95649-1/2 NA 1,000,519 929,053 857,588 714,656 93,55550-7/8 NA 1,056,875 981,384 905,893 754,911 96,15452-1/4 NA 1,114,776 1,035,149 955,522 796,268 98,75353-5/8 NA 1,174,220 1,090,347 1,006,474 838,729 101,35155 NA 1,235,208 1,146,979 1,058,750 882,292 103,95056-3/8 NA 1,297,741 1,205,045 1,112,349 926,958 106,54957-3/4 NA 1,361,817 1,264,545 1,167,272 972,727 109,14859-1/8 NA 1,427,438 1,325,478 1,223,518 1,019,598 111,74660-1/2 NA 1,494,602 1,387,845 1,281,088 1,067,573 114,345Applicable 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