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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 />2ND FLOORDescription : <br />BEAM Size :2-2x12, Sawn, 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 />Douglas Fir-Larch No.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0 <br />575.0 <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 />FJ1 <br />Applied Loads <br />Unif Load: D = 0.020, L = 0.080 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.834 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.540 inft <br />38.44 psi <br />Fb : Allowable :1,035.00 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+L <br />180.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.214 : 1 18.190 ft <br />862.92 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.421 in <br />Transient Upward 0.000 in <br />Total Downward 0.526 in <br />Total Upward 0.000 in <br />0.19 0.76 <br />0.19 0.76 Ratio 543 434Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />BEAM Size :2x12, Sawn, 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 />Douglas Fir-Larch No.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0 <br />575.0 <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 />FJ2 <br />Applied Loads <br />Unif Load: D = 0.020, L = 0.080 k/ft, Trib= 1.0 ft <br />1Point: D = 0.30 k @ -4.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.733 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />4.000 inft <br />57.80 psi <br />Fb : Allowable :1,035.00 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+L <br />180.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.321 : 1 4.000 ft <br />758.51 psi at <br />atfv : Actual : <br />Ratio 2320 Ratio 3101 <br />Max Deflections <br />Transient Downward 0.071 in <br />Transient Upward -0.041 in <br />Total Downward 0.138 in <br />Total Upward -0.044 in <br />0.61 0.83 <br />-0.01 0.39 Ratio 1895 696Ratio <br />LC: L Only LC: D Only <br />LC: L Only LC: D Only <br />19 of 81 <br />210 W 19th St <br />4/14/2025