Laserfiche WebLink
Multiple Simple Beam <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />Project File: 201 W 19th St.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />BEAM Size :7x16, Parallam PSL, Fully Braced <br />Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />iLevel Truss Joist Parallam PSL 2.0E <br />2,900.0 <br />2,900.0 <br />2,900.0 <br />750.0 <br />2,000.0 <br />1,016.54 <br />290.0 <br />2,025.0 <br />45.070 <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 />RB2 <br />Applied Loads <br />Unif Load: D = 0.270, L = 0.360 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.432 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.790 inft <br />71.59 psi <br />Fb : Allowable :2,808.86 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb :+D+L <br />290.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.247 : 1 0.000 ft <br />1,213.03 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.250 in <br />Transient Upward 0.000 in <br />Total Downward 0.438 in <br />Total Upward 0.000 in <br />2.64 3.522.64 3.52 Ratio 938 536Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />BEAM Size :7x11.875, Parallam PSL, Fully Braced <br />Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />iLevel Truss Joist Parallam PSL 2.0E <br />2,900.0 <br />2,900.0 <br />2,900.0 <br />750.0 <br />2,000.0 <br />1,016.54 <br />290.0 <br />2,025.0 <br />45.070 <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 />RB3 <br />Applied Loads <br />Unif Load: D = 0.270, L = 0.360 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.496 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.915 inft <br />79.18 psi <br />Fb : Allowable :2,903.37 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+L <br />290.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.273 : 1 0.000 ft <br />1,439.39 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.262 in <br />Transient Upward 0.000 in <br />Total Downward 0.458 in <br />Total Upward 0.000 in <br />2.14 2.852.14 2.85 Ratio 725 414Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />7 of 81 <br />210 W 19th St <br />4/14/2025