L-22 MEMBER SELECTION TABLESTable 5.5aBending Member (Beam) Capacity (M', V', and EI ), Timbers6-inch nominal thickness (5.5 inch dry dressed size), C D= 1.0, C L= 1.0.Select Structural No. 2Size (b x d) M' V' x 1000 EI M' V' x 10 6 EINominal ActualSpecies (in.) (in.) lb.-in. lbs. lb.-in. 2 lb.-in. lbs. lb.-in. 26 x 6 5.5 x 5.5 41,600 3,430 122 20,800 3,430 996 x 8 5.5 x 7.5 77,300 4,680 309 38,700 4,680 251Douglas Fir-Larch 6 x 10 5.5 x 9.5 132,000 5,920 629 72,400 5,920 5116 x 12 5.5 x 11.5 194,000 7,170 1,120 106,000 7,170 9066 x 14 5.5 x 13.5 264,000 8,420 1,800 144,000 8,420 1,4706 x 16 5.5 x 15.5 342,000 9,660 2,730 187,000 9,660 2,2206 x 6 5.5 x 5.5 33,300 2,820 99 15,900 2,820 846 x 8 5.5 x 7.5 61,900 3,850 251 29,600 3,850 213Hem-Fir 6 x 10 5.5 x 9.5 10,800 4,880 511 55,800 4,880 4326 x 12 5.5 x 11.5 15,800 5,900 906 81,800 5,900 7676 x 14 5.5 x 13.5 214,000 6,930 1,470 111,000 6,930 1,2406 x 16 5.5 x 15.5 278,000 7,960 2,220 144,000 7,960 1,8806 x 6 5.5 x 5.5 41,600 3,330 114 23,600 3,330 92Southern Pine 6 x 8 5.5 x 7.5 77,300 4,540 290 43,800 4,540 2326 x 10 5.5 x 9.5 124,000 5,750 589 70,300 5,750 4726 x 6 5.5 x 5.5 29,100 2,520 99 13,900 2,520 76Spruce-Pine-Fir 6 x 8 5.5 x 7.5 54,100 3,440 251 25,800 3,440 1936 x 10 5.5 x 9.5 91,000 4,350 511 49,600 4,350 393Table 5.5bBending Member (Beam) Capacity (M', V', and EI ), Timbers8-inch nominal thickness (7.5 inch dry dressed size), C D= 1.0, C L= 1.0.Select Structural No. 2Size (b x d) M' V' x 1000 EI M' V' x 10 6 EINominal ActualSpecies (in.) (in.) lb.-in. lbs. lb.-in. 2 lb.-in. lbs. lb.-in. 28 x 8 7.5 x 7.5 105,000 6,380 422 52,700 6,380 3438 x 10 7.5 x 9.5 169,000 8,080 857 84,600 8,080 697Douglas Fir-Larch 8 x 12 7.5 x 11.5 265,000 9,780 1,520 145,000 9,780 1,2408 x 14 7.5 x 13.5 360,000 11,500 2,460 197,000 11,500 2,0008 x 16 7.5 x 15.5 467,000 13,200 3,720 255,000 13,200 3,0308 x 8 7.5 x 7.5 84,400 5,250 343 40,400 5,250 2908 x 10 7.5 x 9.5 135,000 6,650 697 64,900 6,650 589Hem-Fir 8 x 12 7.5 x 11.5 215,000 8,050 1,240 112,000 8,050 1,0508 x 14 7.5 x 13.5 292,000 9,450 2,000 152,000 9,450 1,6908 x 16 7.5 x 15.5 379,000 10,900 3,030 197,000 10,900 2,560Southern Pine 8 x 8 7.5 x 7.5 105,000 6,190 396 59,800 6,190 3168 x 10 7.5 x 9.5 169,000 7,840 804 95,900 7,840 643Spruce-Pine-Fir 8 x 8 7.5 x 7.5 73,800 4,690 343 35,200 4,690 2648 x 10 7.5 x 9.5 118,000 5,940 697 56,400 5,940 536AMERICAN WOOD COUNCIL
<strong>ASD</strong> STRUCTURAL LUMBER SUPPLEMENTL-23Table 5.5cBending Member (Beam) Capacity (M', V', and EI ), Timbers10-inch nominal thickness (9.5 inch dry dressed size), C D= 1.0, C L= 1.0.Select Structural No. 2Size (b x d) M' V' x 1000 EI M' V' x 10 6 EINominal ActualSpecies (in.) (in.) lb.-in. lbs. lb.-in. 2 lb.-in. lbs. lb.-in. 210 x 10 9.5 x 9.5 214,000 10,200 1,090 107,000 10,200 88210 x 12 9.5 x 11.5 314,000 12,400 1,930 157,000 12,400 1,570Douglas Fir-Larch 10 x 14 9.5 x 13.5 456,000 14,500 3,120 249,000 14,500 2,53010 x 16 9.5 x 15.5 592,000 16,700 4,720 324,000 16,700 3,83010 x 18 9.5 x 17.5 744,000 18,800 6,790 407,000 18,800 5,52010 x 20 9.5 x 19.5 913,000 21,000 9,390 499,000 21,000 7,63010 x 10 9.5 x 9.5 171,000 8,420 882 82,200 8,420 74710 x 12 9.5 x 11.5 251,000 10,200 1,570 120,000 10,200 1,320Hem-Fir 10 x 14 9.5 x 13.5 370,000 12,000 2,530 192,000 12,000 2,14010 x 16 9.5 x 15.5 418,000 13,700 3,830 250,000 13,700 3,24010 x 18 9.5 x 17.5 604,000 15,500 5,520 314,000 15,500 4,67010 x 20 9.5 x 19.5 742,000 17,300 7,630 385,000 17,300 6,46010 x 10 9.5 x 9.5 214,000 9,930 1,020 121,000 9,930 815Southern Pine 10 x 12 9.5 x 11.5 314,000 12,000 1,810 178,000 12,000 1,44010 x 14 9.5 x 13.5 427,000 14,100 2,920 242,000 14,100 2,34010 x 10 9.5 x 9.5 150,000 7,520 882 71,000 7,520 679Spruce-Pine-Fir 10 x 12 9.5 x 11.5 220,000 9,100 1,570 105,000 9,100 1,<strong>2001</strong>0 x 14 9.5 x 13.5 313,000 10,700 2,530 171,000 10,700 1,950Table 5.5dBending Member (Beam) Capacity (M', V', and EI ), TimbersNominal Dimensions > 10 inch (actual = nominal - 1/2 inch), C D= 1.0, C L= 1.0.5MEMBER SELECTION TABLESSelect Structural No. 2Size (b x d) M' V' x 1000 EI M' V' x 10 6 EINominal ActualSpecies (in.) (in.) lb.-in. lbs. lb.-in. 2 lb.-in. lbs. lb.-in. 212 x 12 11.5 x 11.5 380,000 15,000 2,330 190,000 15,000 1,89014 x 14 13.5 x 13.5 607,000 20,700 4,430 304,000 20,700 3,600Douglas Fir-Larch 16 x 16 15.5 x 15.5 905,000 27,200 7,700 452,000 27,200 6,25018 x 18 17.5 x 17.5 1,280,000 34,700 12,500 642,000 34,700 10,20020 x 20 19.5 x 19.5 1,760,000 43,100 19,300 878,000 43,100 15,70012 x 12 11.5 x 11.5 304,000 12,300 1,890 146,000 12,300 1,60014 x 14 13.5 x 13.5 486,000 17,000 3,600 233,000 17,000 3,040Hem-Fir 16 x 16 15.5 x 15.5 724,000 22,400 6,250 347,000 22,400 5,29018 x 18 17.5 x 17.5 1,030,000 28,600 10,200 493,000 28,600 8,60020 x 20 19.5 x 19.5 1,410,000 35,500 15,700 673,000 35,500 13,300Southern Pine 12 x 12 11.5 x 11.5 380,000 14,500 2,190 215,000 14,500 1,75014 x 14 13.5 x 13.5 607,000 20,000 4,150 344,000 20,000 3,320Spruce-Pine-Fir 12 x 12 11.5 x 11.5 266,000 11,000 1,890 127,000 11,000 1,46014 x 14 13.5 x 13.5 425,000 15,200 3,600 202,000 15,200 2,770AMERICAN FOREST & PAPER ASSOCIATION
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ASD STRUCTURAL GLUED LAMINATED TIMB
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GL-2DESIGNER FLOWCHART1.1 Flowchart
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GL-4INTRODUCTION TO STRUCTURAL GLUE
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GL-6INTRODUCTION TO STRUCTURAL GLUE
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GL-8ALLOWABLE STRESS AND STIFFNESS3
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GL-56OTHER CONSIDERATIONS6.1 Genera
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GL-62LOAD AND SPAN TABLES7.1 Genera
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SP-2DESIGNER FLOWCHART1.1 Flowchart
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SP-4INTRODUCTION TO WOOD STRUCTURAL
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