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Steel Column <br />LIC# : KW-06014491, Build:20.23.07.20 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E) Column Floor <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 />Minimum"51.156 <br />MaximumReaction, Y-Y Axis Base 51.156 <br />Minimum"51.156 <br />MaximumReaction, X-X Axis Top 51.156 <br />Minimum"51.156 <br />MaximumReaction, Y-Y Axis Top 51.156 <br />Minimum"51.156 <br />MaximumMoment, X-X Axis Base 51.156 <br />Minimum"51.156 <br />MaximumMoment, Y-Y Axis Base 51.156 <br />Minimum"51.156 <br />MaximumMoment, X-X Axis Top 51.156 <br />Minimum"51.156 <br />MaximumMoment, Y-Y Axis Top 51.156 <br />Minimum"51.156 <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 />+D+L 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750L 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.000 0.000 ftftinin0.000 <br />.Steel Section Properties :W10x33 <br />R xx = <br />1.940 <br />in <br />Depth =9.730 in <br />R yy = <br />4.190 <br />in Sw =16.000 in^4 <br />K1 =0.750 in Zy =14.000 in^3 <br />Kdesign =0.935 in <br />J =0.583 in^4 <br />Flange Width =7.960 in <br />Flange Thick <br />= <br />0.435 in Zx =38.800 in^3 <br />Area <br />= <br />9.710 in^2 <br />Weight =33.053 plf <br />I xx =171.00 in^4 <br />S xx =35.00 in^3 Cw =791.00 in^6Web Thick =0.290 in <br />I yy =36.600 in^4 <br />S yy =9.200 in^3 Wno =18.500 in^2 <br />Qf =7.750 in^3 <br />rts =2.200 in Qw =18.900 in^3 <br />Ycg =0.000 in <br />P1.31P1.31 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024