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Steel Column <br />LIC# : KW-06014491, Build:20.24.06.04 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Fence Post <br />Project File: St Andrew Site Upgrades.ec6 <br />Project Title:Saint Andrew Accessibility Upgrades <br />Engineer:NN <br />Project ID:24-7734 <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"0.832 -3.328 <br />MaximumReaction, X-X Axis Base 0.118 <br />Minimum"0.118 <br />MaximumReaction, Y-Y Axis Base 0.832 -3.328 <br />Minimum"0.118 <br />MaximumReaction, X-X Axis Top 0.118 <br />Minimum"0.118 <br />MaximumReaction, Y-Y Axis Top 0.118 <br />Minimum"0.118 <br />MaximumMoment, X-X Axis Base 0.118 <br />Minimum"0.832-3.328 -3.328 <br />MaximumMoment, Y-Y Axis Base 0.118 <br />Minimum"0.118 <br />MaximumMoment, X-X Axis Top 0.118 <br />Minimum"0.118 <br />MaximumMoment, Y-Y Axis Top 0.118 <br />Minimum"0.118 <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+0.60W 0.0000 0.207 8.000 ftftinin0.000 <br />+D+0.450W 0.0000 0.156 8.000 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.207 8.000 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.342 7.946 ftftinin0.000 <br />.Steel Section Properties :HSS4x4x5/16 <br />R xx = <br />1.490 <br />in <br />Depth =4.000 in <br />R yy = <br />1.490 <br />in <br />J =15.300 in^4 <br />Width =4.000 in <br />Wall Thick <br />= <br />0.313 in Zx =5.590 in^3 <br />Area <br />= <br />4.100 in^2 <br />Weight =14.779 plf <br />I xx =9.14 in^4 <br />S xx =4.57 in^3Design Thick =0.291 in <br />I yy =9.140 in^4 C =7.910 in^3 <br />S yy =4.570 in^3 <br />Ycg =0.000 in <br />P1.35 <br />1700 E St Andrew Pl - <br />ADA Upgrades12/2/2024