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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 :W8x67, 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 <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Steel Section Data :Depth =9.000 in <br />Zy =32.700 in^3 <br />J =5.050 in^4 <br />Flange Width 8.280 inFlange Thick 0.935 in <br />Zx =in^370.100 <br />Area =19.700 in^2 <br />Weight =67.000 plf <br />I xx =272.00 in^4 <br />Web Thick =0.570 in <br />I yy =88.600 in^4 Iz =0.000 in^4 <br />Applied Loads <br />Unif Load: D = 0.0070, L = 0.020 k/ft, Trib= 1.330 ft <br />1Point: D = 5.810, L = 10.630 k @ 3.50 ft <br />2Point: D = 0.370, L = 0.490 k @ 11.250 ft <br />. <br />Fy =50.0 ksi <br />STEEL Section :W8x67, 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 <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Design Summary <br />Max fb/Fb Ratio =0.294 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />3.501 inft <br />14.766 k <br />Mn / Omega : Allow 174.900 k-ft <br />Right Support <br />Vn / Omega : Allow <br />Span # 1 <br />Load Comb :+D+L <br />102.60 k <br />Mu : Applied <br />Max fv/FvRatio =0.144 : 1 <br />0.000 ft <br />51.459 k-ft at <br />atVu : Applied <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.311 in <br />Transient Upward 0.000 in <br />Total Downward 0.483 in <br />Total Upward 0.000 in <br />5.21 9.55 <br />1.18 2.17 567880Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />13 of 81 <br />210 W 19th St <br />4/14/2025