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s , <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Column Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: (1-1) North <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 17.820 <br /> " Minimum 17.820 <br /> Reaction, X-X Axis Top Maximum 17.820 <br /> " Minimum 17.820 <br /> Reaction, Y-Y Axis Top Maximum 17.820 <br /> " Minimum 17.820 <br /> Moment, X-X Axis Base Maximum 17.820 <br /> " Minimum 17.820 <br /> Moment, Y-Y Axis Base Maximum 17.820 <br /> " Minimum 17.820 <br /> Moment, X-X Axis Top Maximum 17.820 <br /> " Minimum 17.820 <br /> Moment, Y-Y Axis Top Maximum 17.820 <br /> Minimum 17.820 <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 : Pipe6xS <br /> Depth = 6.625 in I xx = 38.30 inA4 J = 76.600 inA4 <br /> S xx = 11.60 inA3 <br /> Diameter = 6.625 in R xx = 2.200 in <br /> Wall Thick = 0.433 in Zx = 15.600 inA3 <br /> Area = 7.830 inA2 I yy = 38.300 inA4 <br /> Weight = 28.600 plf S yy = 11.600 inA3 <br /> R yy = 2.200 in <br /> Ycg = 0.000 in <br /> 15/461 <br />