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Multiple Simple Beam <br />LIC# : KW-06014493, Build:20.23.08.30 KR STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 <br />Project File: 2022.295.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Description : <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 2021, 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 />FHDR-1 <br />Applied Loads <br />Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 10.0 ft <br />Unif Load: D = 0.0150, Lr = 0.040 k/ft, Trib= 10.0 ft <br />Unif Load: D = 0.0180 k/ft, Trib= 8.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.906 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />3.250 inft <br />121.68 psi <br />Fb : Allowable :1,477.65 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 =0.541 : 1 0.000 ft <br />1,338.31 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.062 in <br />Transient Upward 0.000 in <br />Total Downward 0.108 in <br />Total Upward 0.000 in <br />1.48 1.951.48 1.95 Ratio 1263 719Ratio <br />LC: Lr Only LC: +D+Lr <br />LC:LC: <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 2021, 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 />FHDR-2 <br />Applied Loads <br />Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 10.0 ft <br />Unif Load: D = 0.0150, Lr = 0.040 k/ft, Trib= 10.0 ft <br />Unif Load: D = 0.0180 k/ft, Trib= 8.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.678 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />1.750 inft <br />106.36 psi <br />Fb : Allowable :1,617.71 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 =0.473 : 1 3.045 ft <br />1,097.55 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.025 in <br />Transient Upward 0.000 in <br />Total Downward 0.043 in <br />Total Upward 0.000 in <br />0.79 1.050.79 1.05 Ratio 1701 968Ratio <br />LC: Lr Only LC: +D+Lr <br />LC:LC: <br />1003 W Richland Ave Units 18, <br />19, 20 & 21 - 101117246 & <br />7255-576/19/2024