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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Column Project File:Everett Storage.ec6� <br /> LIC#:KW-06016450,Build:20.23.05.22 QUANTUM CONSULTING ENGINEERS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Column <br /> Extreme Reactions <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> Reaction, Y-Y Axis Base Maximum 5.254 <br /> Minimum 5.254 <br /> Reaction, X-X Axis Top Maximum 5.254 <br /> 1. Minimum 5.254 <br /> Reaction, Y-Y Axis Top Maximum 5.254 <br /> 1. Minimum 5.254 <br /> Moment, X-X Axis Base Maximum 5.254 <br /> 1. Minimum 5.254 <br /> Moment, Y-Y Axis Base Maximum 5.254 <br /> 1. Minimum 5.254 <br /> Moment, X-X Axis Top Maximum 5.254 <br /> Minimum 5.254 <br /> Moment, Y-Y Axis Top Maximum 5.254 <br /> Minimum 5.254 <br /> Maximum Deflections for Load Combinations <br /> Load Combination Max.Deflection in X dir Distance Max.Deflection in Y dir Distance <br /> D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +D+0.750S 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> +0.60D 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br /> Steel Section Properties : W8x31 <br /> Depth = 8.000 in I xx = 110.00 inA4 J = 0.536 inA4 <br /> Web Thick = 0.285 in S xx = 27.50 inA3 Cw = 530.00 inA6 <br /> Flange Width = 8.000 in R xx = 3.470 in <br /> Flange Thick = 0.435 in Zx = 30.400 inA3 <br /> Area = 9.120 inA2 I yy = 37.100 inA4 <br /> Weight = 31.044 plf S yy = 9.270 inA3 Wno = 15.100 inA2 <br /> Kdesign = 0.829 in R yy = 2.020 in Sw = 13.200 inA4 <br /> K1 = 0.750 in Zy = 14.100 inA3 Qf = 6.350 inA3 <br /> rts = 2.260 in Qw = 15.000 inA3 <br /> Ycg = 0.000 in <br />