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PROJECT : PAGE : <br />CLIENT : DESIGN BY : <br />JOB NO. : DATE : REVIEW BY : <br />INPUT DATA <br />DL = 20 lbs MEMBER SIZE = <br />LL = 20 lbs <br />WT = 40 lbs SPAN = 10 ft WORST CASE <br />TIRB. WIDTH = 10 ft <br />COLUMN HEIGHT = 8 ft <br />DESIGN SUMMARY <br />L = 10.00 ft <br />WT = 40 lbs <br />R = 2,000 lbs <br />Ke = 1.0 <br />KcE = 0.3 <br />c = 0.8 <br />le =120.0 in. <br />USE MEMBER 4 x 4 AS COLUMN (COL-1) <br />w = 400 plf <br />R= (w*L)/2 = 2,000.00 lbs WORST CASE <br />CD = 1.25 <br />CM = 1.00 <br />Ci = 1.00 <br />Ct = 1.00 <br />CT = 1.00 <br />CF = 1.00 <br />CP = 0.23 <br />ANALYSIS <br />4 x 4 Properties E' (psi) = 1600000 <br />dy = b = 4.00 in E = Ey = 1600000 psi F'CE (psi) = 408.33 <br />dx = 4.00 in Fc = 1,350 psi F*c (psi)= 1687.5 <br />d'y = b' = 3.50 in Fcperp = 625 psi FCE/F*c (psi)= 0.2420 <br />d'x = 3.50 in (1+FCE/F*c)/2c (psi) = 0.77623 <br />A = 12.25 in2 <br />FIND: Cp = 0.2284 <br />F'c (psi) = 385.5047 <br />P = F'c x A = 4722.43 = PALLOWED <br />2x R = 4000.00 = PLOAD <br />> PLOAD GOOD <br />JAVC ENGINEERING CALC's ADDITION TO EXISTING S.F.R. <br />122 NORTH BEWLEY STREET J. VEGA <br />0018 10/9/2023 E. CHAVEZ <br />Douglas Fir-Larch No. 2 <br />PALLOWED <br />Wood Beam Design Base on NDS 2018 COLUMN (COL-1) <br />4 x 4 <br />HOLD - 122 N <br />Bewley St9/24/2024