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Multiple Simple Beam <br />MCCULLUM ENGINEERINGLic. # : KW-06006965 <br />McCullum Engineering, Inc. <br />727 2nd St., Suite 104 <br />Hermosa Beach, CA 90254 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 <br />File: Robles Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 9 NOV 2021, 2:11PM <br />Project Descr: <br />BEAM Size : 6x12, Sawn, Braced @ 1/3 Points <br />Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />Douglas Fir-Larch No.1 <br />1,350.0 <br />1,350.0 <br />925.0 <br />625.0 <br />1,600.0 <br />580.0 <br />170.0 <br />675.0 <br />31.210 <br />Eminbend - xx ksi <br />Wood Species : Wood Grade : <br />Fb - Tension <br />psi <br />psi Fv psi <br />Fb - Compr Ft psi <br />Fc - Prll psi <br />psi Fc - Perp <br />Ebend- xx ksi Density pcf <br />RB-3 <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 4.0 ft <br />.Design Summary <br />Max fb/Fb Ratio = 0.216 : 1 <br />Max Reactions (k) HE W S Lr L <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.000 in ft <br />21.54 psi <br />Fb : Allowable : 1,677.59 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb : +D+Lr+H <br />212.50 psi <br />fb : Actual : <br />Max fv/FvRatio = 0.101 : 1 <br />13.067 ft <br />363.07 psi at <br />at fv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.062 in <br />Transient Upward 0.000 in <br />Total Downward 0.117 in <br />Total Upward 0.000 in <br />0.49 0.56 <br />0.49 0.56 Ratio 2695 1440Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC: LC: <br />BEAM Size : 6x12, Sawn, Braced @ 1/3 Points <br />Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />Douglas Fir-Larch No.1 <br />1,350.0 <br />1,350.0 <br />925.0 <br />625.0 <br />1,600.0 <br />580.0 <br />170.0 <br />675.0 <br />31.210 <br />Eminbend - xx ksi <br />Wood Species : Wood Grade : <br />Fb - Tension <br />psi <br />psi Fv psi <br />Fb - Compr Ft psi <br />Fc - Prll psi <br />psi Fc - Perp <br />Ebend- xx ksi Density pcf <br />RB-4 <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 2.0 ft <br />Unif Load: D = 0.0480 k/ft, Trib= 1.0 ft <br />Point: D = 0.790, Lr = 1.050 k @ 7.0 ft <br />.Design Summary <br />Max fb/Fb Ratio = 0.568 : 1 <br />Max Reactions (k) HE W S Lr L <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.000 in ft <br />40.48 psi <br />Fb : Allowable : 1,677.59 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb : +D+Lr+H <br />212.50 psi <br />fb : Actual : <br />Max fv/FvRatio = 0.190 : 1 <br />13.067 ft <br />952.03 psi at <br />at fv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.125 in <br />Transient Upward 0.000 in <br />Total Downward 0.265 in <br />Total Upward 0.000 in <br />1.02 0.81 <br />1.02 0.81 Ratio 1348 634Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC: LC: <br />7 <br />2020-162893 <br />02/10/22