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LSL 3.12. " 11.55 E 'imbcrstrand) <br /> Fb= 2325 psi <br /> F„= 310 psi <br /> E = 1550 ksi <br /> Fc1 = 800 psi <br /> F, = 1070 psi <br /> Fin = 2050 psi <br /> b x d Mallow(ft-k)= Fb' *S Vauow(k) =2/3' Fv' 'b'd El I S <br /> (in) (in) CD= 1.0 = 1.15 = 1.33 CD= 1.0 = 1.15 = 1.33 (Ib-in`x 10') (in') (in') CFa <br /> 3 1/2 x 9 1/4 9.90 11.39 13.21 6.69 7.69 8.92 357.80 230.84 49.91 1.02 <br /> 3 1/2 x 91/2 10,42 11.98 13.90 6.87 7.90 9.16 387.60 250.07' 52.65 1.02 <br /> 3 1/2 x 11 1/4 14.39 16.55 19.19 8.14 9.36 10.85 643.69 415.28 73.83 1.01 <br /> 3 1/2 x 11 7/8 15.95 18.35 21.27 8.59 9.88 11.45 757.04 488.41 82.26 1.00 <br /> 3 1/2 x 14 21.84 25.12 29.12 10.13 11.65 13.50 1,240.52_ 800.334 114.33 0.99 <br /> 3 1/2 x 16 28.18 32.40 37.57 11.57 13.31 15.43 1,851.73 1194.67 149.33 0.97 <br /> 3 1/2 x 18 35.28' 40.57 47.04 13.02 14.97 17.36 ' 2,636.55 1701.00- 189.00 0.96 <br /> r r <br /> L 14,_3 1/l f 1.3E " 'imb •strand) <br /> Fb= 1700 psi <br /> F„= 400 psi <br /> E = 1300 ksi <br /> F�l = 680 psi <br /> F, = 1075 psi <br /> Fci,= 1400 psi <br /> b x d Manow(ft-k) = Fb'S Vallow(k) =2/3* Fv'' b'd El I S <br /> (in) (in) Co = 1.0 = 1.15 = 1.33 Co = 1.0 = 1.15 = 1.33 (Ib-in`x 10') (in") (in") CFa <br /> 3 1/2 x 4 3/8 1.74 2.00 2.31 4.08 4.70 5.44 31.75 24.42 11.17 1.10 <br /> 3 1/2 x 5 1/2 2.69 3.09 3.58 5.13 5.90 6.84 63.08 48.53 17.65 1.07 <br /> 3 1/2 x 7 1/4 4.55 5.23 6.07 ; 6.77' 7.78 9.02 144.49 111.15: 30.66 1.05 <br /> 3 1/2 x 8 5/8 6.34 7.29 8.45 8.05 9.26 10.73 243.28 ' 187.14 43.39 1.03 <br /> 3 1/2 x 9 1/4 7.24 8.33 9.66 8.63 9.93 11.51 300.09 230.84 49.91 1.02 <br /> 3 1/2 x 11 1/4 10.52 12.10 14.03 10.50 12.08 14.00 539.87 ' 415.28 73.83 1.01 <br /> a[12/d]o.o92 <br /> '' For Connections Use: <br /> SG=0.50 <br /> ***SG of 0.58 May Be Used For Bolts Installed Perpendicular <br /> to Face and Loaded Perpendicular to Grain <br /> (k-(0 <br />