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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 :5.25x14.0, Parallam PSL, Fully Unbraced <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 />BM1 <br />Applied Loads <br />Unif Load: D = -0.010, L = 0.390 k/ft, Trib= 1.0 ft <br />Unif Load: D = 0.020, L = 0.080 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.526 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.250 inft <br />79.74 psi <br />Fb : Allowable :2,732.20 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 =0.275 : 1 17.390 ft <br />1,436.85 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.519 in <br />Transient Upward 0.000 in <br />Total Downward 0.530 in <br />Total Upward 0.000 in <br />0.09 4.350.09 4.35 Ratio 428 419Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />BEAM Size :5.25x14.0, Parallam PSL, Fully Unbraced <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 />BM2 <br />Applied Loads <br />Unif Load: D = 0.020, L = 0.080 k/ft, Trib= 5.750 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.630 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.250 inft <br />95.52 psi <br />Fb : Allowable :2,732.20 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 =0.329 : 1 17.390 ft <br />1,721.23 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.508 in <br />Transient Upward 0.000 in <br />Total Downward 0.635 in <br />Total Upward 0.000 in <br />1.06 4.261.06 4.26 Ratio 437 349Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />20 of 81 <br />210 W 19th St <br />4/14/2025