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Steel Column <br />LIC# : KW-06018155, Build:20.23.08.30 PLATTINUM ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Patio Column <br />Project File: Victoria Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <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 />+D+0.750Lr+0.450W 2.033 0.293 -2.347 <br />+D+0.450W 0.900 0.293 -2.347 <br />+0.60D+0.60W 0.540 0.391 -3.130 <br />+D+0.70E 0.900 0.889 -7.112 <br />+D+0.5250E 0.900 0.667 -5.334 <br />+0.60D+0.70E 0.540 0.889 -7.112 <br />Lr Only 1.510 <br />W Only 0.652 -5.216 <br />E Only 1.270 -10.160 <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 2.410 <br />Minimum"0.652 -5.216 <br />MaximumReaction, X-X Axis Base 0.900 <br />Minimum"0.900 <br />MaximumReaction, Y-Y Axis Base 1.270 -10.160 <br />Minimum"0.900 <br />MaximumReaction, X-X Axis Top 0.900 <br />Minimum"0.900 <br />MaximumReaction, Y-Y Axis Top 0.900 <br />Minimum"0.900 <br />MaximumMoment, X-X Axis Base 0.900 <br />Minimum"1.270-10.160 -10.160 <br />MaximumMoment, Y-Y Axis Base 0.900 <br />Minimum"0.900 <br />MaximumMoment, X-X Axis Top 0.900 <br />Minimum"0.900 <br />MaximumMoment, Y-Y Axis Top 0.900 <br />Minimum"0.900 <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+Lr 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.60W 0.0000 0.040 8.000 ftftinin0.000 <br />+D+0.750Lr+0.450W 0.0000 0.030 8.000 ftftinin0.000 <br />+D+0.450W 0.0000 0.030 8.000 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.040 8.000 ftftinin0.000 <br />+D+0.70E 0.0000 0.090 8.000 ftftinin0.000 <br />+D+0.5250E 0.0000 0.067 8.000 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.090 8.000 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.066 8.000 ftftinin0.000 <br />E Only 0.0000 0.127 7.946 ftftinin0.000 <br />.Steel Section Properties : <br />Steel Section Properties : <br />31 of 35 <br />2039 N Victoria Dr <br />8/26/2024