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Steel Column <br />LIC# : KW-06017148, Build:20.24.10.30 CASTILLO ENGINEERING INC.(c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:C1* <br />Project File: 25-132.ec6 <br />Project Title: <br />Engineer: <br />k k-ft <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction Y-Y Axis ReactionAxial Reaction <br />@ Base @ Top@ Base @ Base @ Top <br />Maximum Reactions <br />@ Base @ Base@ Top @ Top <br />Mx - End Moments My - End Moments <br />+0.60D 0.897 <br />+D+0.70E 1.496 0.563 -4.784 <br />+D+0.5250E 1.496 0.422 -3.588 <br />+0.60D+0.70E 0.897 0.563 -4.784 <br />Lr Only 1.594 <br />E Only 0.804 -6.834 <br />k k-ft <br />Item <br />X-X Axis Reaction Y-Y Axis ReactionAxial Reaction <br />@ Base @ Top@ Base @ Base @ Top <br />Extreme Reactions <br />Extreme Value @ Base @ Base@ Top @ Top <br />Mx - End Moments My - End Moments <br />MaximumAxial @ Base 3.090 <br />Minimum"0.804 -6.834 <br />MaximumReaction, X-X Axis Base 1.496 <br />Minimum"1.496 <br />MaximumReaction, Y-Y Axis Base 0.804 -6.834 <br />Minimum"1.496 <br />MaximumReaction, X-X Axis Top 1.496 <br />Minimum"1.496 <br />MaximumReaction, Y-Y Axis Top 1.496 <br />Minimum"1.496 <br />MaximumMoment, X-X Axis Base 1.496 <br />Minimum"0.804-6.834 -6.834 <br />MaximumMoment, Y-Y Axis Base 1.496 <br />Minimum"1.496 <br />MaximumMoment, X-X Axis Top 1.496 <br />Minimum"1.496 <br />MaximumMoment, Y-Y Axis Top 1.496 <br />Minimum"1.496 <br />.Maximum Deflections for Load Combinations <br />Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance <br />D Only 0.0000 0.000 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.141 8.5000.000 <br />0.0000 0.106 8.5000.000 <br />0.0000 0.141 8.5000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.200 8.4430.000 <br />.Steel Section Properties :HSS6x6x1/2 <br />R xx = <br />2.230 <br />in <br />Depth =6.000 in <br />R yy = <br />2.230 <br />in <br />J =81.100 in^4 <br />Width =6.000 in <br />Wall Thick <br />= <br />0.500 in Zx =19.800 in^3 <br />Area <br />= <br />9.740 in^2 <br />Weight =35.240 plf <br />I xx =48.30 in^4 <br />S xx =16.10 in^3Design Thick =0.465 in <br />I yy =48.300 in^4 C =28.100 in^3 <br />S yy =16.100 in^3 <br />Ycg =0.000 in <br />123