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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 :2x6, 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 />RRC <br />Applied Loads <br />Unif Load: D = 0.0150, L = 0.020 k/ft, Trib= 1.330 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.727 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />4.800 inft <br />40.20 psi <br />Fb : Allowable :1,170.00 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 =0.223 : 1 9.550 ft <br />850.92 psi at <br />atfv : Actual : <br />Ratio 510 Ratio 290 <br />Max Deflections <br />Transient Downward 0.164 in <br />Transient Upward -0.094 in <br />Total Downward 0.287 in <br />Total Upward -0.164 in <br />0.10 0.130.14 0.19 Ratio 731 418Ratio <br />LC: L Only LC: +D+L <br />LC: L Only LC: +D+L <br />BEAM Size :3-2x12, 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 />RRC BOTTOM <br />Applied Loads <br />Unif Load: D = 0.1050, L = 0.1430 k/ft, 9.830 ft to 21.330 ft, Trib= 1.0 ft <br />Unif Load: D = 0.020 k/ft, 9.830 to 21.330 ft, Trib= 0.250 ft <br />Unif Load: D = 0.0150, L = 0.020 k/ft, 0.0 to 9.830 ft, Trib= 1.330 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.990 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />11.598 inft <br />57.94 psi <br />Fb : Allowable :900.00 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 =0.322 : 1 19.330 ft <br />891.33 psi at <br />atfv : Actual : <br />Ratio 468 Ratio 264 <br />Max Deflections <br />Transient Downward 0.296 in <br />Transient Upward -0.115 in <br />Total Downward 0.522 in <br />Total Upward -0.203 in <br />0.39 0.511.07 1.39 Ratio 784 444Ratio <br />LC: L Only LC: +D+L <br />LC: L Only LC: +D+L <br />15 of 81 <br />210 W 19th St <br />4/14/2025