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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 />Fy =50.0 ksi <br />STEEL Section :W16x89, Fully Unbraced <br />Using Allowable Strength Design with IBC 2021 Load Combinations, Major Axis Bending E =29,000.0 ksi <br />Steel Beam Design :BM1.1 <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Steel Section Data :Depth =16.800 in <br />Zy =48.100 in^3 <br />J =5.450 in^4 <br />Flange Width #.###inFlange Thick 0.875 in <br />Zx =in^3175.000 <br />Area =26.200 in^2 <br />Weight =89.000 plf <br />I xx =1,300.00 in^4 <br />Web Thick =0.525 in <br />I yy =163.000 in^4 Iz =0.000 in^4 <br />Applied Loads <br />Unif Load: D = 0.330, L = 0.570 k/ft, Trib= 1.0 ft <br />Unif Load: D = 0.020 k/ft, Trib= 16.0 ft <br />Unif Load: D = 0.020, L = 0.080 k/ft, 0.0 to 10.750 ft, Trib= 1.0 ft <br />Unif Load: D = 0.020, L = 0.080 k/ft, 10.750 to 26.580 ft, Trib= 9.540 ft <br />1Point: D = 0.090, L = 4.350 k @ 10.750 ft <br />. <br />Fy =50.0 ksi <br />STEEL Section :W16x89, Fully Unbraced <br />Using Allowable Strength Design with IBC 2021 Load Combinations, Major Axis Bending E =29,000.0 ksi <br />Steel Beam Design :BM1.1 <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Design Summary <br />Max fb/Fb Ratio =0.554 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />13.290 inft <br />28.832 k <br />Mn / Omega : Allow 345.025 k-ft <br />Right Support <br />Vn / Omega : Allow <br />Span # 1 <br />Load Comb :+D+L <br />176.40 k <br />Mu : Applied <br />Max fv/FvRatio =0.163 : 1 <br />26.580 ft <br />191.183 k-ft at <br />atVu : Applied <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.402 in <br />Transient Upward 0.000 in <br />Total Downward 0.638 in <br />Total Upward 0.000 in <br />9.76 14.45 <br />10.84 17.99 500793Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />Fy =50.0 ksi <br />STEEL Section :W16x77, Fully Braced <br />Using Allowable Strength Design with IBC 2021 Load Combinations, Major Axis Bending E =29,000.0 ksi <br />Steel Beam Design :BM3 <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Steel Section Data :Depth =16.500 in <br />Zy =41.100 in^3 <br />J =3.570 in^4 <br />Flange Width #.###inFlange Thick 0.760 in <br />Zx =in^3150.000 <br />Area =22.600 in^2 <br />Weight =77.000 plf <br />I xx =1,110.00 in^4 <br />Web Thick =0.455 in <br />I yy =138.000 in^4 Iz =0.000 in^4 <br />Applied Loads <br />Unif Load: D = 0.020, L = 0.080 k/ft, 0.0 ft to 11.250 ft, Trib= 1.0 ft <br />Unif Load: D = 0.020, L = 0.080 k/ft, 11.250 to 27.50 ft, Trib= 19.0 ft <br />1Point: D = 1.060, L = 4.260 k @ 11.250 ft <br />2Point: D = 0.090, L = 4.350 k @ 11.250 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.457 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />13.635 inft <br />25.507 k <br />Mn / Omega : Allow 374.251 k-ft <br />Right Support <br />Vn / Omega : Allow <br />Span # 1 <br />Load Comb :+D+L <br />150.150 k <br />Mu : Applied <br />Max fv/FvRatio =0.170 : 1 <br />27.000 ft <br />170.968 k-ft at <br />atVu : Applied <br />Ratio 362 Ratio 298 <br />Max Deflections <br />Transient Downward 0.553 in <br />Transient Upward -0.033 in <br />Total Downward 0.671 in <br />Total Upward -0.040 in <br />2.59 12.71 <br />4.96 21.50 483585Ratio <br />LC: L Only LC: +D+L <br />LC: L Only LC: +D+L21 of 81 <br />210 W 19th St <br />4/14/2025