L-18 MEMBER SELECTION TABLESTable 5.3aColumn Capacity 1,2 (P', P' x , P' y ), Timbers6-inch nominal thickness (5.5 inch dry dressed size), C D= 1.0.Column Capacity (lbs.)Select Structural No. 1 No. 26 x 6 6 x 8 6 x 6 6 x 86 x 6 6 x 86" width 8" width 6" width 8" width 6" width 8" widthColumn (=5.5") (=7.5") (=5.5") (=7.5") (=5.5") (=7.5")Species Length (ft.) P' P'x P'y P' P'x P'y P' P'x P'y2 34,500 47,200 47,000 30,000 41,100 40,900 21,000 28,800 28,7004 33,400 46,400 45,500 29,200 40,500 39,800 20,500 28,400 28,0006 31,200 45,000 42,500 27,600 39,500 37,600 19,600 27,800 26,700Douglas Fir- 8 27,400 42,800 37,300 24,800 37,800 33,900 18,000 26,900 24,600Larch 10 22,400 39,300 30,500 21,000 35,300 28,600 15,700 25,400 21,40012 17,600 34,700 24,000 16,900 31,900 23,000 13,000 23,400 17,80014 13,800 29,600 18,800 13,400 27,900 18,300 10,500 21,000 14,40016 10,900 24,800 14,900 10,700 23,800 14,600 8,530 18,300 11,6002 29,200 40,000 39,800 25,500 34,900 34,800 17,300 23,600 23,6004 28,200 39,300 38,500 24,800 34,400 33,800 16,900 23,400 23,0006 26,300 38,100 35,800 23,300 33,500 31,800 16,200 22,900 22,0008 22,900 36,000 31,200 20,800 32,000 28,400 14,900 22,100 20,300Hem-Fir 10 18,500 33,000 25,300 17,400 29,700 23,800 13,100 21,000 17,80012 14,400 28,900 19,700 13,900 26,700 19,000 10,900 19,400 14,90014 11,300 24,500 15,300 11,000 23,100 15,000 8,860 17,400 12,10016 8,910 20,400 12,100 8,770 19,600 12,000 7,180 15,300 9,7902 28,500 39,000 38,900 24,800 33,900 33,800 15,800 21,600 21,5004 27,700 38,500 37,800 24,200 33,500 33,000 15,500 21,400 21,1006 26,200 37,500 35,700 23,100 32,800 31,500 15,000 21,000 20,400Southern 8 23,500 35,900 32,100 21,200 31,600 28,800 14,100 20,500 19,200Pine 10 19,800 33,500 27,000 18,400 29,900 25,000 12,700 19,600 17,30012 15,900 30,200 21,700 15,200 27,500 20,700 11,000 18,500 15,00014 12,600 26,300 17,200 12,200 24,500 16,700 9,170 17,000 12,50016 10,100 22,400 13,700 9,880 21,300 13,500 7,560 15,300 10,3002 24,000 32,900 32,700 21,000 28,800 28,700 15,000 20,600 20,5004 23,400 32,400 31,900 20,500 28,400 28,000 14,700 20,300 20,1006 22,100 31,600 30,100 19,600 27,800 26,700 14,100 19,900 19,200Spruce- 8 20,000 30,300 27,200 18,000 26,900 24,600 13,100 19,300 17,800Pine-Fir 10 16,900 28,300 23,100 15,700 25,400 21,400 11,600 18,400 15,80012 13,700 25,700 18,600 13,000 23,400 17,800 9,730 17,100 13,30014 10,900 22,500 14,800 10,500 21,000 14,400 7,960 15,400 10,90016 8,700 19,200 11,900 8,530 18,300 11,600 6,480 13,600 8,8001P' x values are based on a column continuously braced against weak axis buckling.2P' y values are based on a column continuously braced against strong axis buckling.AMERICAN WOOD COUNCIL
<strong>ASD</strong> STRUCTURAL LUMBER SUPPLEMENTL-19Table 5.3bColumn Capacity 1,2 (P', P' x , P' y ), Timbers8-inch nominal thickness (7.5 inch dry dressed size), C D= 1.0.Column Capacity (lbs.)Select Structural No. 1 No. 28 x 8 8 x 10 8 x 8 8 x 10 8 x 88 x 108" width 10" width 8" width 10" width 8" width 10" widthColumn (=7.5") (=9.5") (=7.5") (=9.5") (=7.5") (=9.5")Species Length (ft.) P' P'x P'y P' P'x P'y P' P'x P'y2 64,400 81,700 81,500 56,000 71,100 70,900 39,200 49,800 49,7004 63,300 80,900 80,200 55,200 70,500 70,000 38,800 49,400 49,1006 61,400 79,500 77,800 53,800 69,400 68,200 37,900 48,800 48,100Douglas Fir- 8 58,300 77,300 73,900 51,600 67,800 65,300 36,600 47,800 46,400Larch 10 53,600 74,100 67,900 48,200 65,500 61,000 34,700 46,500 43,90012 47,400 69,700 60,000 43,500 62,300 55,100 32,000 44,600 40,50014 40,400 63,900 51,200 38,000 58,100 48,100 28,600 42,200 36,<strong>2001</strong>6 33,800 57,200 42,800 32,400 53,000 41,000 24,900 39,200 31,5002 54,600 69,200 69,100 47,600 60,400 60,300 32,200 40,900 40,8004 53,600 68,500 68,000 46,900 59,900 59,400 31,900 40,600 40,4006 51,900 67,300 65,800 45,600 58,900 57,800 31,200 40,100 39,5008 49,100 65,300 62,200 43,600 57,500 55,200 30,200 39,300 38,200Hem-Fir 10 44,900 62,500 56,900 40,500 55,400 51,300 28,600 38,300 36,<strong>2001</strong>2 39,400 58,500 49,900 36,400 52,500 46,100 26,500 36,800 33,50014 33,400 53,400 42,300 31,500 48,700 39,900 23,800 34,900 30,10016 27,800 47,500 35,200 26,700 44,200 33,800 20,800 32,500 26,4002 53,200 67,500 67,400 46,200 58,600 58,600 29,400 37,300 37,3004 52,500 66,900 66,500 45,700 58,200 57,900 29,200 37,100 36,9006 51,100 65,900 64,700 44,700 57,500 56,600 28,700 36,700 36,300Southern 8 48,900 64,400 61,900 43,100 56,300 54,600 27,900 36,200 35,300Pine 10 45,600 62,100 57,800 40,700 54,700 51,600 26,800 35,400 33,90012 41,100 59,000 52,100 37,400 52,500 47,400 25,200 34,400 32,00014 35,800 55,000 45,400 33,400 49,500 42,300 23,200 33,000 29,40016 30,500 50,100 38,600 29,000 45,900 36,700 20,900 31,200 26,4002 44,800 56,800 56,800 39,200 49,800 49,700 28,000 35,500 35,5004 44,200 56,400 56,000 38,800 49,400 49,100 27,700 35,300 35,1006 43,100 55,600 54,600 37,900 48,800 48,100 27,200 34,900 34,400Spruce- 8 41,300 54,300 52,300 36,600 47,800 46,400 26,300 34,300 33,300Pine-Fir 10 38,600 52,500 49,000 34,700 46,500 43,900 25,100 33,400 31,70012 35,000 50,000 44,300 32,000 44,600 40,500 23,300 32,200 29,50014 30,600 46,700 38,800 28,600 42,200 36,200 21,100 30,600 26,70016 26,200 42,700 33,200 24,900 39,200 31,500 18,600 28,700 23,5005MEMBER SELECTION TABLES1P' x values are based on a column continuously braced against weak axis buckling.2P' y values are based on a column continuously braced against strong axis buckling.AMERICAN FOREST & PAPER ASSOCIATION
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GL-2DESIGNER FLOWCHART1.1 Flowchart
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GL-4INTRODUCTION TO STRUCTURAL GLUE
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SP-2DESIGNER FLOWCHART1.1 Flowchart
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SP-4INTRODUCTION TO WOOD STRUCTURAL
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