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Multiple Simple Beam <br />LIC« KW-06017149, Build20.26.03.03 <br />Wood Beam Design: HB-1 <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,. . , l r: ­;'-202t <br />Master ID: <br />Date: <br />Governing Code: IBC 2021 <br />Referenced Design Standard(s) : NDS 2018 <br />Load Combination Set: ASCE 7-16 <br />BEAM Size, 4x10, Sawn, Fully Braced <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= 0.0->0.1131, <br />Lr = 0.0->0.20 klft, 0.0 to 14.170 ft <br />Design Summary <br />Max fb/Fb Ratio <br />= 0.749 ; 1 <br />fb : Actual : <br />1.010.98 psi at 8.124 ft in Span # 1 <br />Fb : Allowable: <br />1,350.00 psi <br />Load Comb : <br />+D+Lr <br />Max fv/FvRatio = <br />0.266 : 1 <br />fv : Actual : <br />59.91 psi at 13.414 ft in Span # 1 <br />Fv : Allowable : <br />225.00 psi <br />Load Comb: <br />+D+Lr <br />Max Reactions (k) <br />12 LE L a Zt E <br />Left Support <br />0.32 0.47 <br />Right Support <br />0.58 0.94 <br />Wood Beam Design: RH-1 <br />Code nces <br />Rho (or Omega) = 1.00 <br />Density 31.210 pcf <br />D(0.0.0.1131) Lr(0.0,0.20) <br />A& 4x10 A <br />14.170 ft <br />Max Deflections <br />H Transient Downward 0.247 in <br />Total Downward <br />0.404 in <br />Ratio 687 <br />Ratio <br />420 <br />LC: Lr Only <br />LC: +D+Lr <br />Transient Upward 0.000 in <br />Total Upward <br />0.000 in <br />Ratio 9999 <br />Ratio <br />9999 <br />LC: <br />LC - <br />Governing Code; IBC 2021 <br />Referenced Design Standards): NDS 2018 <br />Load Combination Set: ASCE 7-16 <br />BEAM Size: 4x4, 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 - PHI 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 />TBeam <br />self weight calculated and added to loads <br />Unif Load: D = 0.0880, Lr = 0.070 ksf, Trib= 1.0 ft <br />Summary <br />Design <br />Max fb/Fb Ratio = <br />0.201.1 <br />fb : Actual : <br />338.88 psi at 1,585 ft in Span # 1 <br />Fb: Allowable: <br />1,687.50 psi <br />Load Comb: <br />+D+Lr <br />Max fv/FvRatio = <br />0.114 - 1 <br />fv : Actual: <br />25.57 psi at 0.000 ft in Span # 1 <br />Fv : Allowable: 225.00 psi <br />Load Comb : +D+Lr <br />Max Reactions (k) D Lr L s W E H <br />Left Support 0.14 0.11 <br />Right Support 0,14 0.11 <br />D(0.0680) Lr(0.070) <br />4x4 <br />3A70 ft <br />Max Deflections <br />Transient Downward <br />0.008 in <br />Ratio <br />4760 <br />LC: <br />Lr Only <br />Transient Upward <br />0.000 in <br />Ratio <br />9999 <br />LC: <br />Rho (or Omega) = 1.00 <br />Density 31.210 pcf <br />Total Downward 0.018 in <br />Ratio 2074 <br />LC: +D+Lr <br />Total Upward 0,000 in <br />Ratio 9999 <br />LC: <br />5 of 28 <br />