2001 ASD Supplements - unprotected PDF - American Wood Council

GL-38CAPACITY 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 2703-1/2 in. Width5-1/2 4,411 4,117 3,823 3,529 2,941 3,4656-7/8 6,893 6,433 5,974 5,514 4,595 4,3318-1/4 9,926 9,264 8,602 7,941 6,617 5,1989-5/8 13,510 12,609 11,709 10,808 9,007 6,06411 17,646 16,469 15,293 14,117 11,764 6,93012-3/8 22,333 20,844 19,355 17,866 14,889 7,79613-3/4 27,572 25,734 23,895 22,057 18,381 8,66315-1/8 33,362 31,138 28,913 26,689 22,241 9,52916-1/2 39,703 37,056 34,409 31,763 26,469 10,39517-7/8 46,596 43,490 40,383 37,277 31,064 11,26119-1/4 54,040 50,438 46,835 43,232 36,027 12,12820-5/8 62,036 57,900 53,765 49,629 41,357 12,99422 70,583 65,878 61,172 56,467 47,056 13,86023-3/8 79,682 74,370 69,058 63,746 53,121 14,7265 in. Width6-7/8 9,847 9,191 8,534 7,878 6,565 6,1888-1/4 14,180 13,234 12,289 11,344 9,453 7,4259-5/8 19,300 18,013 16,727 15,440 12,867 8,66311 25,208 23,528 21,847 20,167 16,806 9,90012-3/8 31,904 29,777 27,650 25,523 21,270 11,13813-3/4 39,388 36,762 34,136 31,510 26,259 12,37515-1/8 47,660 44,482 41,305 38,128 31,773 13,61316-1/2 56,719 52,938 49,156 45,375 37,813 14,85017-7/8 66,566 62,128 57,690 53,253 44,377 16,08819-1/4 77,201 72,054 66,907 61,760 51,467 17,32520-5/8 88,623 82,715 76,807 70,898 59,082 18,56322 100,833 94,111 87,389 80,667 67,222 19,80023-3/8 113,831 106,243 98,654 91,065 75,888 21,03824-3/4 127,617 119,109 110,602 102,094 85,078 22,27526-1/8 142,191 132,711 123,232 113,753 94,794 23,51327-1/2 157,552 147,049 136,545 126,042 105,035 24,75028-7/8 173,701 162,121 150,541 138,961 115,801 25,98830-1/4 190,638 177,929 165,220 152,510 127,092 27,22531-5/8 208,363 194,472 180,581 166,690 138,908 28,46333 226,875 211,750 196,625 181,500 151,250 29,70034-3/8 246,175 229,763 213,352 196,940 164,117 30,93835-3/4 266,263 248,512 230,761 213,010 177,509 32,175Applicable 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