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Steel Column <br />LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E) W10x26 Col w/ (E) Loads <br />Project File: Probation St Andrew.ec6 <br />Project Title:Probation St Andrew <br />Engineer:NN <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"2.860 <br />MaximumReaction, Y-Y Axis Base 2.860 <br />Minimum"2.860 <br />MaximumReaction, X-X Axis Top 2.860 <br />Minimum"2.860 <br />MaximumReaction, Y-Y Axis Top 2.860 <br />Minimum"2.860 <br />MaximumMoment, X-X Axis Base 2.860 <br />Minimum"2.860 <br />MaximumMoment, Y-Y Axis Base 2.860 <br />Minimum"2.860 <br />MaximumMoment, X-X Axis Top 2.860 <br />Minimum"2.860 <br />MaximumMoment, Y-Y Axis Top 2.860 <br />Minimum"2.860 <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 :W10x26 <br />R xx = <br />1.360 <br />in <br />Depth =10.300 in <br />R yy = <br />4.350 <br />in Sw =9.030 in^4 <br />K1 =0.688 in Zy =7.500 in^3 <br />Kdesign =0.740 in <br />J =0.402 in^4 <br />Flange Width =5.770 in <br />Flange Thick <br />= <br />0.440 in Zx =31.300 in^3 <br />Area <br />= <br />7.610 in^2 <br />Weight =25.904 plf <br />I xx =144.00 in^4 <br />S xx =27.90 in^3 Cw =345.00 in^6Web Thick =0.260 in <br />I yy =14.100 in^4 <br />S yy =4.890 in^3 Wno =14.200 in^2 <br />Qf =5.980 in^3 <br />rts =1.580 in Qw =15.400 in^3 <br />Ycg =0.000 in <br />P1.31 <br />1700 E St Andrew <br />Pl10/8/2024