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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 :4x12, 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.1 <br />1,000.0 <br />1,000.0 <br />1,500.0 <br />625.0 <br />1,700.0 <br />620.0 <br />180.0 <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 />RB6 <br />Applied Loads <br />Unif Load: D = 0.07510, L = 0.010 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.571 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.489 inft <br />31.26 psi <br />Fb : Allowable :1,100.00 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb :+D+L <br />180.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.174 : 1 19.170 ft <br />627.63 psi at <br />atfv : Actual : <br />Ratio 3428 Ratio 402 <br />Max Deflections <br />Transient Downward 0.043 in <br />Transient Upward -0.010 in <br />Total Downward 0.364 in <br />Total Upward -0.089 in <br />0.72 0.100.84 0.11 Ratio 5381 632Ratio <br />LC: L Only LC: +D+L <br />LC: L Only LC: +D+L <br />BEAM Size :2x4, 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 />RR SC <br />Applied Loads <br />Unif Load: D = 0.0150, L = 0.020 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.102 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />2.250 inft <br />15.73 psi <br />Fb : Allowable :1,350.00 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 =0.087 : 1 2.250 ft <br />138.27 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.004 in <br />Transient Upward -0.000 in <br />Total Downward 0.006 in <br />Total Upward -0.000 in <br />0.01 0.010.04 0.06 Ratio 9328 5330Ratio <br />LC: L Only LC: +D+L <br />LC: L Only LC: +D+L <br />16 of 81 <br />210 W 19th St <br />4/14/2025