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Steel Column <br />LIC# : KW-06014368, Build:20.24.06.04 Core Structure, inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Cant. Col @ Trash Enclosure <br />Core Structure, Inc. <br />23172 Plaza Pointe Drive <br />Suite 145 <br />Laguna Hills, CA 92653 <br />925-270-0755 <br />Project File: 23033.ec6 <br />Project Title:TOM'S JR <br />Engineer:A.T. <br />Project ID:23033 <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 3.752 0.072 -0.108 <br />+D+0.450W 2.162 0.072 -0.108 <br />+0.60D+0.60W 1.723 0.096 -0.144 <br />+D+0.70E 1.581 1.316 -1.974 <br />+D+0.5250E 1.581 0.987 -1.481 <br />+0.60D+0.70E 0.949 1.316 -1.974 <br />Lr Only 2.120 <br />W Only 1.290 0.160 -0.240 <br />E Only 1.880 -2.820 <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 3.752 0.072 -0.108 <br />Minimum"1.880 -2.820 <br />MaximumReaction, X-X Axis Base 1.581 <br />Minimum"1.581 <br />MaximumReaction, Y-Y Axis Base 1.880 -2.820 <br />Minimum"1.581 <br />MaximumReaction, X-X Axis Top 1.581 <br />Minimum"1.581 <br />MaximumReaction, Y-Y Axis Top 1.581 <br />Minimum"1.581 <br />MaximumMoment, X-X Axis Base 1.581 <br />Minimum"1.880-2.820 -2.820 <br />MaximumMoment, Y-Y Axis Base 1.581 <br />Minimum"1.581 <br />MaximumMoment, X-X Axis Top 1.581 <br />Minimum"1.581 <br />MaximumMoment, Y-Y Axis Top 1.581 <br />Minimum"1.581 <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 0.003 1.500 ftftinin0.000 <br />+D+0.750Lr+0.450W 0.0000 0.002 1.500 ftftinin0.000 <br />+D+0.450W 0.0000 0.002 1.500 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.003 1.500 ftftinin0.000 <br />+D+0.70E 0.0000 0.045 1.500 ftftinin0.000 <br />+D+0.5250E 0.0000 0.034 1.500 ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.045 1.500 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.005 1.500 ftftinin0.000 <br />E Only 0.0000 0.064 1.490 ftftinin0.000 <br />.Steel Section Properties :HSS3.000x0.250 <br />Steel Section Properties :HSS3.000x0.250 <br />16 <br />1430 E Edinger Ave <br />3/27/2025