2001 ASD Supplements - unprotected PDF - American Wood Council

GL-34CAPACITY 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 1758-3/4 in. Width9 23,625 19,688 15,750 12,600 9,975 9,18810-1/2 32,156 26,797 21,438 14,700 11,638 10,71912 42,000 35,000 28,000 16,800 13,300 12,25013-1/2 53,156 44,297 35,438 18,900 14,963 13,78115 65,625 54,688 43,750 21,000 16,625 15,31316-1/2 79,406 66,172 52,938 23,100 18,288 16,84418 94,500 78,750 63,000 25,200 19,950 18,37519-1/2 110,906 92,422 73,938 27,300 21,613 19,90621 128,625 107,188 85,750 29,400 23,275 21,43822-1/2 147,656 123,047 98,438 31,500 24,938 22,96924 168,000 140,000 112,000 33,600 26,600 24,50025-1/2 189,656 158,047 126,438 35,700 28,263 26,03127 212,625 177,188 141,750 37,800 29,925 27,56328-1/2 236,906 197,422 157,938 39,900 31,588 29,09430 262,500 218,750 175,000 42,000 33,250 30,62531-1/2 289,406 241,172 192,938 44,100 34,913 32,15633 317,625 264,688 211,750 46,200 36,575 33,68834-1/2 347,156 289,297 231,438 48,300 38,238 35,21936 378,000 315,000 252,000 50,400 39,900 36,75037-1/2 410,156 341,797 273,438 52,500 41,563 38,28139 443,625 369,688 295,750 54,600 43,225 39,81340-1/2 478,406 398,672 318,938 56,700 44,888 41,34442 514,500 428,750 343,000 58,800 46,550 42,87543-1/2 551,906 459,922 367,938 60,900 48,213 44,40645 590,625 492,188 393,750 63,000 49,875 45,93846-1/2 630,656 525,547 420,438 65,100 51,538 47,46948 672,000 560,000 448,000 67,200 53,200 49,00049-1/2 714,656 595,547 476,438 69,300 54,863 50,53151 758,625 632,188 505,750 71,400 56,525 52,06352-1/2 803,906 669,922 535,938 73,500 58,188 53,59454 850,500 708,750 567,000 75,600 59,850 55,12555-1/2 898,406 748,672 598,938 77,700 61,513 56,65657 947,625 789,688 631,750 79,800 63,175 58,18858-1/2 998,156 831,797 665,438 81,900 64,838 59,71960 1,050,000 875,000 700,000 84,000 66,500 61,250Applicable 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).APA – The Engineered Wood Association