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Multiple Simple Beam <br />LIC« KW-06017149, Build20.26.03.03 <br />Wood Beam Design: GH-2 <br />Code References <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />BACHAR KOUJAH <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Project File. 25-0025.ec6 <br />(c) ENERCA,. . , I r: ­;'-202t <br />Master ID: <br />Date: <br />Goveming Code: IBC 2021 <br />Referenced Design Standard(s) : NDS 2018 <br />Load Combination Set: ASCE 7-16 <br />BEAM Size, 4x10, Sawn, Fully Unbraced <br />Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending <br />Wood Species: Douglas Fir -Larch Wood Grade: No.2 <br />Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi <br />Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.1390, Lr = 0.120 ksf, Trib= 1.0 ft <br />1 Point: D = 1.120, <br />Lr = 1.450 k @ 7.260 ft <br />2Point: D= 1-120, <br />Lr = 1.450 k@ 7-890 ft <br />D"ign Summ�yr <br />Max fblFb Ratio <br />= 0.756. 1 <br />fb : Actual : <br />1,002.65 psi at 5.61Oft in Span # 1 <br />Fb : Allowable : <br />1,325.39 psi <br />Load Comb: <br />+D+Lr <br />Max fv/FvRatio = <br />0.630 : 1 <br />fv : Actual : <br />141.80 psi at 7,444 ft in Span # 1 <br />Fv : Allowable : <br />225.00 psi <br />Load Comb: <br />+D+Lr <br />Max Reactions (k) <br />Q Lr 6 S +w E H <br />Left Support <br />0.77 0.72 <br />Right Support <br />2.67 3.17 <br />Rho (or Omega) = 1.00 <br />Density 31.210 pcf <br />D(0 1390) Lr(0.120) <br />y <br />4x10 <br />,A <br />e 210 ft <br />Max Deflections <br />Transient Downward <br />0.070in <br />Total Downward <br />0,138 in <br />Ratio <br />1411 <br />Ratio <br />711 <br />LC: <br />Lr Only <br />LC: +D+Lr <br />Transient Upward <br />0.000 in <br />Total Upward <br />0.000 in <br />Ratio <br />9999 <br />Ratio <br />9999 <br />LC: <br />LC: <br />7of28 <br />