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Steel Column <br />LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(N) Post <br />Project File: saint andrew (Melqartengineer5@outlook.com).ec6 <br />Project Title:Saint Andrew <br />Engineer:LR <br />Project ID:23-12434 <br />Project Descr: <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 />MaximumReaction, Y-Y Axis Top 5.949 <br />Minimum"5.949 <br />MaximumMoment, X-X Axis Base 5.949 <br />Minimum"5.949 <br />MaximumMoment, Y-Y Axis Base 5.949 <br />Minimum"5.949 <br />MaximumMoment, X-X Axis Top 5.949 <br />Minimum"5.949 <br />MaximumMoment, Y-Y Axis Top 5.949 <br />Minimum"5.949 <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 0.000 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />.Steel Section Properties :HSS6x6x3/8 <br />R xx = <br />2.280 <br />in <br />Depth =6.000 in <br />R yy = <br />2.280 <br />in <br />J =64.600 in^4 <br />Width =6.000 in <br />Wall Thick <br />= <br />0.375 in Zx =15.800 in^3 <br />Area <br />= <br />7.580 in^2 <br />Weight =27.406 plf <br />I xx =39.50 in^4 <br />S xx =13.20 in^3Design Thick =0.349 in <br />I yy =39.500 in^4 C =22.100 in^3 <br />S yy =13.200 in^3 <br />Ycg =0.000 in <br />Sketches <br />P1.61P1.61 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024