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Steel Column <br />LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:P1 <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 />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 />L Only 3.640 0.044 0.044 <br />E Only 0.2310.231 <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 5.327 0.054 0.054 <br />Minimum"0.2310.231 <br />MaximumReaction, X-X Axis Base 5.327 0.054 0.054 <br />Minimum"0.2310.231 <br />MaximumReaction, Y-Y Axis Base 0.2310.231 <br />Minimum"1.687 0.010 0.010 <br />MaximumReaction, X-X Axis Top 5.327 0.054 0.054 <br />Minimum"0.2310.231 <br />MaximumReaction, Y-Y Axis Top 0.1621.687 0.1620.010 0.010 <br />Minimum"1.687 0.010 0.010 <br />MaximumMoment, X-X Axis Base 1.687 0.010 <br />Minimum"1.687 0.010 <br />MaximumMoment, Y-Y Axis Base 1.687 0.010 0.010 <br />Minimum"1.687 0.010 0.010 <br />MaximumMoment, X-X Axis Top 1.687 0.010 0.010 <br />Minimum"1.687 0.010 0.010 <br />MaximumMoment, Y-Y Axis Top 1.687 0.010 0.010 <br />Minimum"1.687 0.010 0.010 <br />.Maximum Deflections for Load Combinations <br />Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance <br />D Only -0.0988 0.000 0.000 ftftinin22.188 <br />+D+L -0.5268 0.000 0.000 ftftinin22.188 <br />+D+0.750L -0.4198 0.000 0.000 ftftinin22.188 <br />+0.60D -0.0593 0.000 0.000 ftftinin22.188 <br />+D+0.70E -0.0988 1.025 19.128 ftftinin22.188 <br />+D+0.750L+0.5250E -0.4198 0.769 19.128 ftftinin22.188 <br />+0.60D+0.70E -0.0593 1.025 19.128 ftftinin22.188 <br />L Only -0.4280 0.000 0.000 ftftinin22.188 <br />E Only 0.0000 1.465 19.128 ftftinin0.000 <br />.Steel Section Properties :HSS5x5x3/8 <br />R xx = <br />1.870 <br />in <br />Depth =5.000 in <br />R yy = <br />1.870 <br />in <br />J =36.100 in^4 <br />Width =5.000 in <br />Wall Thick <br />= <br />0.375 in Zx =10.600 in^3 <br />Area <br />= <br />6.180 in^2 <br />Weight =22.302 plf <br />I xx =21.70 in^4 <br />S xx =8.68 in^3Design Thick =0.349 in <br />I yy =21.700 in^4 C =14.900 in^3 <br />S yy =8.680 in^3 <br />Ycg =0.000 in <br />P1.14 <br />1700 E St Andrew <br />Pl10/8/2024