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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 :6x6, Sawn, 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 />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 />HDR2 <br />Applied Loads <br />Unif Load: D = 0.0150, L = 0.020 k/ft, Trib= 1.130 ft <br />Unif Load: D = 0.020 k/ft, Trib= 0.50 ft <br />1Point: D = 0.70, L = 0.930 k @ 2.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.855 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />2.000 inft <br />44.21 psi <br />Fb : Allowable :875.00 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb :+D+L <br />170.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.260 : 1 0.000 ft <br />748.28 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.023 in <br />Transient Upward 0.000 in <br />Total Downward 0.041 in <br />Total Upward 0.000 in <br />0.40 0.510.40 0.51 Ratio 2083 1171Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />BEAM Size :4x12, Sawn, 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 />Douglas Fir-Larch No.1 <br />1,350.0 <br />1,350.0 <br />925.0 <br />625.0 <br />1,600.0 <br />580.0 <br />170.0 <br />675.0 <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 />BM2 <br />Applied Loads <br />Unif Load: D = 0.0150, L = 0.020 k/ft, Trib= 1.330 ft <br />1Point: D = 0.70, L = 0.930 k @ 7.750 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.931 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.770 inft <br />43.92 psi <br />Fb : Allowable :1,369.27 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb :+D+L <br />170.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.258 : 1 0.000 ft <br />1,274.90 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.254 in <br />Transient Upward 0.000 in <br />Total Downward 0.444 in <br />Total Upward 0.000 in <br />0.51 0.680.50 0.67 Ratio 745 425Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />14 of 81 <br />210 W 19th St <br />4/14/2025