Laserfiche WebLink
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 />Description : <br />BEAM Size :2x6, 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.2 <br />900 <br />900 <br />1350 <br />625 <br />1600 <br />580 <br />180 <br />575 <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 />RR-1 <br />Applied Loads <br />Unif Load: D = 0.0130, Lr = 0.020 k/ft, Trib= 1.330 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.446 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />4.000 inft <br />28.30 psi <br />Fb : Allowable :1,248.26 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 =0.126 : 1 0.000 ft <br />557.15 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.074 in <br />Transient Upward 0.000 in <br />Total Downward 0.122 in <br />Total Upward 0.000 in <br />0.07 0.110.07 0.11 Ratio 1296 785Ratio <br />LC: Lr Only LC: +D+Lr <br />LC:LC: <br />BEAM Size :2x6, Sawn, Fully Braced <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.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0 <br />575.0 <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 />CJ-1 <br />Applied Loads <br />Unif Load: D = 0.0060, L = 0.010 k/ft, Trib= 1.330 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.706 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.500 inft <br />27.28 psi <br />Fb : Allowable :1,345.50 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+L <br />180.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.152 : 1 0.000 ft <br />949.69 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.458 in <br />Transient Upward 0.000 in <br />Total Downward 0.732 in <br />Total Upward 0.000 in <br />0.06 0.10 <br />0.06 0.10 Ratio 393 245Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />2024 S Garnsey St & Unit <br />#24/18/2025