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 :7x24, 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 />BB1 <br />Applied Loads <br />Unif Load: D = 0.1350, L = 0.390 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.328 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />13.710 inft <br />55.27 psi <br />Fb : Allowable :2,685.24 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 =0.191 : 1 0.000 ft <br />881.08 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.309 in <br />Transient Upward 0.000 in <br />Total Downward 0.416 in <br />Total Upward 0.000 in <br />1.85 5.351.85 5.35 Ratio 1064 790Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <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 />BB2 <br />Applied Loads <br />Unif Load: D = 0.1350, L = 0.390 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.360 : 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 />59.66 psi <br />Fb : Allowable :2,808.86 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 =0.206 : 1 0.000 ft <br />1,010.86 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.271 in <br />Transient Upward 0.000 in <br />Total Downward 0.365 in <br />Total Upward 0.000 in <br />1.32 3.821.32 3.82 Ratio 865 643Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />9 of 81 <br />210 W 19th St <br />4/14/2025