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Wood Beam Calculations Bethany at Silver Crest - Kitchen Remodel DATE: 07/01/2020 <br /> BY: LAP <br /> Adjusted Strengths: <br /> Fib = 1124.125 psi x CF (x Cfu when applicable) <br /> F'„ = 172.5 psi <br /> E' = 1300000 psi <br /> Dimensions X-X Axis <br /> Nominal <br /> Member b (in.) d (in.) CF (Suppl. 4A) Cfu (Suppl. 4A) A (in2) Sx (in3) l (in4) Elx (lb-in2 E6) Malw(k-in)** Vaiw(k) <br /> 2x4 1.5 3.5 1.5 1.1 5.25 3.06 5.36 6.97 5.16 0.60 <br /> 2x6 1.5 5.5 1.3 1.15 8.25 7.56 20.80 27.04 11.05 0.95 <br /> 2x8 1.5 7.25 1.2 1.15 10.88 13.14 47.63 61.92 17.73 1.25 <br /> 2x10 1.5 9.25 1.1 1.2 13.88 21.39 98.93 128.61 26.45 1.60 <br /> 2x12 1.5 11.25 1.0 1.2 16.88 31.64 178.00 231.40 35.57. 1.94 <br /> 2x14 1.5 13.25 0.9 1.2 19.88 43.89 290.80 378.04 44.40 2.29 <br /> **NOTE:Cfu not included <br /> Y-Y Axis Built-Up Section (Cr = 1.0) <br /> Nominal 3 4 Nominal Malw,x <br /> Sy (in ) ly (in ) Ely (lb-in2 E6) Maiw(k-in) Vaiw(k) <br /> Member Member (k-in)** <br /> 2x4 1.31 0.98 1.28 2.44 (2) 2x6 19.22 1.90 <br /> 2x6 2.06 1.55 2.01 3.47 • <br /> 2x8 2.72 2.04 2.65 4.22 (2) 2x8 30.83 2.50 <br /> 2x10 3.47 2.60 3.38 5.15 - <br /> 2x12 4.22 3.16 4.11 5.69 (2) 2x10 46.00 3.19 <br /> 2x14 4.97 3.73 4.85 6.03 (3) 2x10 69.00 4.79 <br /> (2) 2x12 61.86 3.88 <br /> (3) 2x12 92.79 5.82 <br />