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Multiple Simple Beam <br />LIC# : KW-06014493, Build:20.22.8.17 KR STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2022 <br />Project File: 2022.347.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />BEAM Size :4x6, Sawn, Fully Unbraced <br />Using Allowable Stress Design with ASCE 7-16 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 />1,000.0 <br />1,000.0 <br />1,500.0 <br />625.0 <br />1,700.0 <br />620.0 <br />180.0 <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 />psiFc - Perp <br />Ebend- xx ksi Density pcf <br />HDR-1 <br />Applied Loads <br />Unif Load: D = 0.0180, Lr = 0.020 k/ft, Trib= 8.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.324 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />2.250 inft <br />42.64 psi <br />Fb : Allowable :1,615.83 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+Lr <br />225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.190 : 1 0.000 ft <br />523.30 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.018 in <br />Transient Upward 0.000 in <br />Total Downward 0.034 in <br />Total Upward 0.000 in <br />0.32 0.36 <br />0.32 0.36 Ratio 3001 1579Ratio <br />LC: Lr Only LC: +D+Lr <br />LC:LC: <br />BEAM Size :4x10, Sawn, Fully Unbraced <br />Using Allowable Stress Design with ASCE 7-16 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 />1000 <br />1000 <br />1500 <br />625 <br />1700 <br />620 <br />180 <br />675 <br />31.21 <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 />psiFc - Perp <br />Ebend- xx ksi Density pcf <br />CB-1 <br />Applied Loads <br />Unif Load: D = 0.0180, Lr = 0.020 k/ft, Trib= 10.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.780 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />5.000 inft <br />74.53 psi <br />Fb : Allowable :1,463.66 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+Lr <br />225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.331 : 1 9.233 ft <br />1,142.02 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.115 in <br />Transient Upward 0.000 in <br />Total Downward 0.219 in <br />Total Upward 0.000 in <br />0.90 1.000.90 1.00 Ratio 1040 547Ratio <br />LC: Lr Only LC: +D+Lr <br />LC:LC: <br />2024 S Garnsey St & Unit <br />#24/18/2025