Laserfiche WebLink
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 :W16x36, Fully Braced <br />Using Allowable Strength Design with IBC 2021 Load Combinations, Major Axis Bending E =29,000.0 ksi <br />Steel Beam Design :BM7 <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Steel Section Data :Depth =15.900 in <br />Zy =10.800 in^3 <br />J =0.545 in^4 <br />Flange Width 6.990 inFlange Thick 0.430 in <br />Zx =in^364.000 <br />Area =10.600 in^2 <br />Weight =36.000 plf <br />I xx =448.00 in^4 <br />Web Thick =0.295 in <br />I yy =24.500 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 4.50 ft, Trib= 19.375 ft <br />Unif Load: D = 0.020, L = 0.080 k/ft, 4.50 to 24.0 ft, Trib= 14.625 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.675 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />11.840 inft <br />19.487 k <br />Mn / Omega : Allow 159.681 k-ft <br />Right Support <br />Vn / Omega : Allow <br />Span # 1 <br />Load Comb :+D+L <br />93.810 k <br />Mu : Applied <br />Max fv/FvRatio =0.208 : 1 <br />0.000 ft <br />107.718 k-ft at <br />atVu : Applied <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.694 in <br />Transient Upward 0.000 in <br />Total Downward 0.867 in <br />Total Upward 0.000 in <br />3.90 15.59 <br />3.55 14.20 331414Ratio <br />LC: L Only LC: +D+L <br />LC:LC: <br />24 of 81 <br />210 W 19th St <br />4/14/2025