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Steel Column <br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:col <br />Project File: santa ana portola.ec6 <br />Project Title: <br />Engineer: <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 />Lr Only 1.300 <br />E Only 0.944 -1.888 <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 2.414 <br />Minimum"0.944 -1.888 <br />MaximumReaction, X-X Axis Base 1.114 <br />Minimum"1.114 <br />MaximumReaction, Y-Y Axis Base 0.944 -1.888 <br />Minimum"1.114 <br />MaximumReaction, X-X Axis Top 1.114 <br />Minimum"1.114 <br />MaximumReaction, Y-Y Axis Top 1.114 <br />Minimum"1.114 <br />MaximumMoment, X-X Axis Base 1.114 <br />Minimum"0.944-1.888 -1.888 <br />MaximumMoment, Y-Y Axis Base 1.114 <br />Minimum"1.114 <br />MaximumMoment, X-X Axis Top 1.114 <br />Minimum"1.114 <br />MaximumMoment, Y-Y Axis Top 1.114 <br />Minimum"1.114 <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 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.042 2.0000.000 <br />0.0000 0.032 2.0000.000 <br />0.0000 0.042 2.0000.000 <br />0.0000 0.000 0.0000.000 <br />0.0000 0.060 1.9870.000 <br />.Steel Section Properties :HSS3x3x3/16 <br />R xx = <br />1.140 <br />in <br />Depth =3.000 in <br />R yy = <br />1.140 <br />in <br />J =4.030 in^4 <br />Width =3.000 in <br />Wall Thick <br />= <br />0.187 in Zx =1.970 in^3 <br />Area <br />= <br />1.890 in^2 <br />Weight =6.851 plf <br />I xx =2.46 in^4 <br />S xx =1.64 in^3Design Thick =0.174 in <br />I yy =2.460 in^4 C =2.760 in^3 <br />S yy =1.640 in^3 <br />Ycg =0.000 in <br />pg057