T ABLE 3 BEAMS and STRINGERS (5” and THICKER) 7)$4(
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8-16 10-1 1050 900 575 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 EASTERN SPRUCE EASTERN ?$: $: 1400 1150 750 1050 875 575 Grade EASTERN WHITE Sel. Str. PINE No. 1 No. 2 Species or Group Extreme Fiber Stress in Bending “Fb” Single Member 925 775 375 625 425 275 625 425 275 Tension Parallel to Grain “Ft” 155 155 155 125 125 125 125 125 125 Horizontal Shear “Fv” 555 555 555 390 390 390 350 350 350 950 800 500 750 625 375 675 575 400 Compression Perpen- Parallel dicular to Grain “FcA” “Fc//” BEAMS and STRINGERS (5” and THICKER) >? ? 5 ??$: [&_Q[&QQ[''QF` Grades Described in para. 25.0-25.4 TABLE 3 8 10 1,200,000 1,200,000 900,000 1,400,000 1,400,000 1,000,000 1,100,000 1,100,000 900,000 Modulus Elasticity “E” 10-1 8-17 1250 1050 675 1350 1100 725 900 750 500 1050 900 575 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 ? PINE @ ? WHITE CEDAR @O[V (Eastern Spruce Red Pine Jack Pine Balsam Fir) 1350 1150 750 Sel. Str. No. 1 No. 2 EASTERN ?$: 8 625 450 300 600 500 250 900 750 350 850 700 350 925 775 375 125 125 125 115 115 115 125 125 125 135 135 135 155 155 155 335 335 335 370 370 370 305 305 305 435 435 435 550 550 550 675 550 375 600 500 325 950 800 500 850 725 450 950 800 550 1,200,000 1,200,000 1,000,000 700,000 700,000 600,000 1,400,000 1,400,000 1,100,000 1,300,000 1,300,000 1,000,000 1,200,000 1,100,000 900,000 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 RED MAPLE MIXED MAPLE Grade RED PINE Species or Group 8-18 10-1 1100 875 500 1400 1150 650 1150 925 525 Extreme Fiber Stress in Bending “Fb” Single Member 725 600 350 925 750 425 775 625 350 Tension Parallel to Grain “Ft” 180 180 180 195 195 195 125 125 125 Horizontal Shear “Fv” 620 620 620 615 615 615 410 410 410 750 650 300 950 825 375 875 775 350 Compression Perpen- Parallel dicular to Grain “FcA” “Fc//” BEAMS and STRINGERS (5” and THICKER) >? ? 5 ??$: [&_Q[&QQ[''QF` Grades Described in para. 25.0-25.4 TABLE 3 (Continued) 8 10 1,100,000 1,100,000 900,000 1,500,000 1,500,000 1,200,000 1,400,000 1,400,000 1,100,000 Modulus Elasticity “E” 10-1 8-19 1550 1250 725 1350 1150 725 1350 1150 725 1600 1350 875 1400 1200 750 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 Sel. Str. No. 1 No. 2 $? $? ?$: ; : : ? : W?: 8 825 575 375 950 675 425 800 550 375 800 550 375 1050 850 475 205 205 205 205 205 205 155 155 155 155 155 155 180 180 180 800 800 800 885 885 885 820 820 820 800 800 800 715 715 715 900 775 475 950 800 500 825 700 450 825 700 450 1050 900 425 1,000,000 1,000,000 800,000 1,300,000 1,300,000 1,000,000 1,200,000 1,200,000 1,000,000 1,000,000 1,000,000 800,000 1,500,000 1,500,000 1,200,000