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Steel Column <br />LIC# : KW-06014491, Build:20.24.07.08 Melqart Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Post <br />Project File: ENERCALC_20 <br />Project Title: <br />Engineer: <br />Project ID: <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"0.013 <br />MaximumReaction, Y-Y Axis Base 0.013 0.200 -0.700 <br />Minimum"0.013 <br />MaximumReaction, X-X Axis Top 0.013 <br />Minimum"0.013 <br />MaximumReaction, Y-Y Axis Top 0.013 <br />Minimum"0.013 <br />MaximumMoment, X-X Axis Base 0.013 <br />Minimum"0.013 0.200-0.700 -0.700 <br />MaximumMoment, Y-Y Axis Base 0.013 <br />Minimum"0.013 <br />MaximumMoment, X-X Axis Top 0.013 <br />Minimum"0.013 <br />MaximumMoment, Y-Y Axis Top 0.013 <br />Minimum"0.013 <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 0.456 3.500 ftftinin0.000 <br />+D+0.750L 0.0000 0.342 3.500 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.451 3.477 ftftinin0.000 <br />.Steel Section Properties :Pipe1-1/2 x-Strong <br />R xx = <br />0.610 <br />in <br />Depth =1.900 in <br />R yy = <br />0.610 <br />in <br />J =0.744 in^4 <br />Diameter =1.900 in <br />Wall Thick <br />= <br />0.200 in Zx =0.549 in^3 <br />Area <br />= <br />1.000 in^2 <br />Weight =3.656 plf <br />I xx =0.37 in^4 <br />S xx =0.39 in^3 <br />I yy =0.372 in^4 <br />S yy =0.392 in^3 <br />Ycg =0.000 in <br />P1.50 <br />1700 E St Andrew <br />Pl10/8/2024