Laserfiche WebLink
Multiple Simple Beam <br />LIC# : KW-06018780, Build:20.23.08.30 GED CONSULTANTS, INC. (c) ENERCALC INC 1983-2023 <br />Project File: Lowell Patio.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Joist VerificationDescription : <br />BEAM Size :2x8, 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.2 <br />875.0 <br />875.0 <br />600.0 <br />625.0 <br />1,300.0 <br />470.0 <br />170.0 <br />425.0 <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 />R.R. <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.211 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />3.710 inft <br />13.91 psi <br />Fb : Allowable : 963.73 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb : +D+Lr <br />212.50 psi <br />fb : Actual : <br />Max fv/FvRatio =0.065 : 1 6.826 ft <br />203.35 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.022 in <br />Transient Upward 0.000 in <br />Total Downward 0.036 in <br />Total Upward 0.000 in <br />0.05 0.07 <br />0.05 0.07 Ratio 4020 2485Ratio <br />LC: Lr Only LC: +D+Lr <br />LC: LC: <br />BEAM Size :2x10, 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.2 <br />875.0 <br />875.0 <br />600.0 <br />625.0 <br />1,300.0 <br />470.0 <br />170.0 <br />425.0 <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 />C.J. <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.0070, Lr = 0.010 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.747 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.400 inft <br />14.41 psi <br />Fb : Allowable : 411.13 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb : +D+Lr <br />212.50 psi <br />fb : Actual : <br />Max fv/FvRatio =0.068 : 1 14.060 ft <br />307.31 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.084 in <br />Transient Upward 0.000 in <br />Total Downward 0.169 in <br />Total Upward 0.000 in <br />0.07 0.07 <br />0.07 0.07 Ratio 2104 1051Ratio <br />LC: Lr Only LC: +D+Lr <br />LC: LC: <br />Page 14 of 26 <br />1401 S Lowell St <br />11/13/2024