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Steel Column <br />STORAGE RACK ENGINEERING, INC.Lic. # : KW-06008597 <br />DESCRIPTION:COLUMN <br />Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.10.31 <br />File: AXIOM MATERIALS INC 23-1019-4 COLUMN AND BEAM.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 20 OCT 2023, 11:04AM <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+H 1.827 <br />+D+L+H 1.827 <br />+D+Lr+H 1.827 <br />+D+S+H 1.827 <br />+D+0.750Lr+0.750L+H 1.827 <br />+D+0.750L+0.750S+H 1.827 <br />+D+0.60W+H 1.827 <br />+D+0.750Lr+0.450W+H 1.827 <br />+D+0.750S+0.450W+H 1.827 <br />+0.60D+0.60W+0.60H 1.096 <br />+D+0.70E+0.60H -0.0293.133 0.029 <br />+D+0.750L+0.750S+0.5250E+H -0.0222.806 0.022 <br />+0.60D+0.70E+H -0.0292.402 0.029 <br />D Only 1.827 <br />Lr Only <br />L Only <br />S Only <br />W Only <br />E Only -0.0421.866 0.042 <br />H Only <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 -0.0293.133 0.029 <br />Minimum" <br />MaximumReaction, X-X Axis Base 1.827 <br />Minimum"1.827 <br />MaximumReaction, Y-Y Axis Base -0.0421.866 0.042 <br />Minimum"1.827 <br />MaximumReaction, X-X Axis Top 1.827 <br />Minimum"1.827 <br />MaximumReaction, Y-Y Axis Top 1.827 <br />Minimum"1.827 <br />MaximumMoment, X-X Axis Base 1.827 <br />Minimum"1.827 <br />MaximumMoment, Y-Y Axis Base 1.827 <br />Minimum"1.827 <br />MaximumMoment, X-X Axis Top 1.827 <br />Minimum"1.827 <br />MaximumMoment, Y-Y Axis Top 1.827 <br />Minimum"1.827 <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />+D+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+L+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+Lr+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+S+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750Lr+0.750L+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750L+0.750S+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.60W+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750Lr+0.450W+H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750S+0.450W+H 0.0000 0.000 0.000 ftftinin0.000 <br />+0.60D+0.60W+0.60H 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.70E+0.60H 0.0000 0.049 7.517 ftftinin0.000 <br />+D+0.750L+0.750S+0.5250E+H 0.0000 0.037 7.517 ftftinin0.000 <br />+0.60D+0.70E+H 0.0000 0.049 7.517 ftftinin0.000 <br />D Only 0.0000 0.000 0.000 ftftinin0.000 <br />Page 34 of 68 <br />2331 S Pullman St <br />2/18/2025