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Multiple Simple Beam <br />LICu KW-06017149, Build:20.26.03.03 <br />Description: ROOF FRAMING-1 <br />Wood Beam Design: RJ-1 <br />Code References <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />BACHARKOUJAH <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 1 <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: 2x6, 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 - 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 />Beam self weight calculated and added to loads <br />Unif Load: D = 0.00940, <br />Lr = 0-020 ksf, Trib= 1.333 ft <br />Design Summary <br />Max fb/Fb Ratio = <br />0.483. 1 <br />fb : Actual : <br />812.79 psi at 5 000 it in Span # 1 <br />Fb: Allowable: <br />1,681.88 psi <br />Load Comb: <br />+D+Lr <br />Max fv/FvRatio = <br />0.151 : 1 <br />fv : Actual : <br />34.02 psi at 9.567 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 0.07 0.13 <br />Right Support 0.07 0.13 <br />Wood Beam Design: CJ-1 <br />D(0 01253) Lr(0 02666) <br />2x6 <br />10.0 ft <br />Max Deflections <br />Transient Downward <br />0.181 in <br />Ratio <br />662 <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 <br />0.279 in <br />Ratio <br />430 <br />LC: +D+Lr <br />Total Upward <br />0.000 in <br />Ratio <br />9999 <br />LC: <br />I Code References <br />Goveming Code: IBC 2021 <br />Referenced Design Standard(s) : NDS 2018 <br />Load Combination Set: ASCE 7-16 <br />BEAM Size: 2x6, 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 = 0.0050, Lr = 0.010 ksf, Trib= 1 50 ft <br />Design Summary <br />Max fb/Fb Ratio <br />= 0.415. 1 <br />fb . Actual : <br />481.75 psi at 5.000 ft in Span # 1 <br />Fb: Allowable : <br />1,160.41 psi <br />Load Comb : <br />+D+Lr <br />Max fv/FvRatio = <br />0.090 : 1 <br />fv : Actual : <br />20.17 psi at 9.567 ft in Span # 1 <br />Fv: Allowable: <br />225.00 psi <br />Load Comb: <br />+D+Lr <br />Max Reactions (k) <br />0 Lr L 5 YY E <br />Left Support <br />0.05 0.08 <br />Right Support <br />0,05 0.08 <br />D(0.00750) Lr0.0150) <br />2x6 <br />looft <br />Max Deflections <br />N Transient Downward 0 102 in <br />Ratio 1176 <br />LC: Lr Only <br />Transient Upward 0.000 in <br />Ratio 9999 <br />LC: <br />Rho (or Omega) = 1.00 <br />Density 31.210 pcf <br />Total Downward <br />0.165 in <br />Ratio <br />726 <br />LC: +D+Lr <br />Total Upward <br />0.000 in <br />Ratio <br />9999 <br />LC- <br />4 of 28 <br />