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ASD/LRFD Manual - American Wood Council

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18 M4: SAWN LUMBER<br />

Table M4.5-1a <strong>ASD</strong> Tension Member Capacity (T'), Structural Lumber 1,2<br />

2-inch nominal thickness Visually Graded Lumber (1.5 inch dry dressed size), C D = 1.0.<br />

4-inch nominal thickness Visually Graded Lumber (3.5 inch dry dressed size), C D = 1.0.<br />

Tension Member Capacity, T' (lbs)<br />

Visually Graded Lumber<br />

Width 2" nominal thickness 4" nominal thickness<br />

Nominal Actual Select Select<br />

Species in. in. Structural No. 1 No. 2 No. 3 Structural No. 1 No. 2<br />

4 3.5 7,870 5,310 4,520 2,550 18,300 12,400 10,500<br />

6 5.5 10,700 7,230 6,160 3,480 25,000 16,800 14,300<br />

Douglas Fir-Larch 8 7.25 13,000 8,000 7,500 4,240 30,400 20,500 17,500<br />

10 9.25 15,260 10,300 8,770 4,960 35,600 24,000 20,400<br />

12 11.25 16,800 11,900 9,700 5,480 39,300 26,500 22,600<br />

4 3.5 7,280 4,920 4,130 2,360 16,900 11,400 9,640<br />

6 5.5 9,900 6,700 5,630 3,210 23,100 15,600 13,100<br />

Hem-Fir 8 7.25 12,000 8,150 6,850 3,910 28,100 19,000 15,900<br />

10 9.25 14,100 9,530 8,010 4,570 32,900 22,200 18,600<br />

12 11.25 15,600 10,500 8,850 5,060 36,400 24,600 20,600<br />

4 3.5 8,400 5,510 4,330 2,490 19,600 12,800 10,100<br />

6 5.5 11,500 7,420 5,980 3,500 26,900 17,300 13,900<br />

Southern Pine 8 7.25 14,100 8,970 7,060 4,350 32,900 20,900 16,400<br />

10 9.25 15,200 10,000 9,280 4,500 35,600 23,400 18,600<br />

12 11.25 17,700 11,300 9,280 5,480 41,300 26,500 21,600<br />

4 3.5 5,510 3,540 3,540 1,960 12,800 8,260 8,260<br />

6 5.5 7,510 4,820 4,280 2,680 17,500 11,200 11,200<br />

Spruce-Pine-Fir 8 7.25 9,130 5,870 5,870 3,260 21,300 13,700 13,700<br />

10 9.25 10,600 6,860 6,860 3,810 24,900 16,000 16,000<br />

12 11.25 11,800 7,590 7,590 4,210 27,500 17,700 17,700<br />

2" nominal thickness 4" nominal thickness<br />

Construction Standard Utility Stud Construction Standard Stud<br />

Douglas Fir-Larch 4 3.5 3,410 1,960 919 2,590 7,960 4,590 6,060<br />

Hem-Fir 4 3.5 3,150 1,700 788 2,310 7,350 3,980 5,390<br />

Southern Pine 4 3.5 3,280 1,830 919 2,490 7,560 4,280 5,810<br />

Spruce-Pine-Fir 4 3.5 2,620 1,440 656 2,020 6,120 3,360 4,710<br />

Table M4.5-1b <strong>ASD</strong> Tension Member Capacity (T'), Structural Lumber 1,2<br />

2-inch nominal thickness MSR Lumber (1.5 inch dry dressed size), C D = 1.0.<br />

Width<br />

Tension Member Capacity, T' (lbs)<br />

Machine Stress Rated Lumber<br />

Nominal Actual 2" nominal thickness<br />

Species in. in. 1200f-1.2E 1350f-1.3E 1450f-1.3E 1650f-1.5E 2100f-1.8E 2250f-1.9E 2400f-2.0E<br />

4 3.5 3,150 3,938 4,200 5,355 8,269 9,188 10,106<br />

6 5.5 4,950 6,188 6,600 8,415 12,994 14,438 15,881<br />

All Species 8 7.25 6,525 8,156 8,700 11,093 17,128 19,031 20,934<br />

10 9.25 8,325 10,406 11,100 14,153 21,853 24,281 26,709<br />

12 11.25 10,125 12,656 13,500 17,213 26,578 29,531 32,484<br />

1. Multiply tabulated <strong>ASD</strong> capacity by 1.728 to obtain <strong>LRFD</strong> capacity (λ = 0.8). See NDS Appendix N for more information.<br />

2. Tabulated values apply to members in a dry service condition, C M = 1.0; normal temperature range, C t = 1.0; and unincised members, C i = 1.0.<br />

<strong>American</strong> <strong>Wood</strong> <strong>Council</strong>

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