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Steel Column <br />LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Guardrail (Steel) <br />Project File: 23-0221-00 (Plan Check #1).ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <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"0.019 <br />MaximumReaction, Y-Y Axis Base 0.019 0.200 -0.700 <br />Minimum"0.019 <br />MaximumReaction, X-X Axis Top 0.019 <br />Minimum"0.019 <br />MaximumReaction, Y-Y Axis Top 0.019 <br />Minimum"0.019 <br />MaximumMoment, X-X Axis Base 0.019 <br />Minimum"0.019 0.200-0.700 -0.700 <br />MaximumMoment, Y-Y Axis Base 0.019 <br />Minimum"0.019 <br />MaximumMoment, X-X Axis Top 0.019 <br />Minimum"0.019 <br />MaximumMoment, Y-Y Axis Top 0.019 <br />Minimum"0.019 <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 0.227 3.500 ftftinin0.000 <br />+D+0.750L 0.0000 0.170 3.500 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.225 3.477 ftftinin0.000 <br />.Steel Section Properties :HSS2x2x1/4 <br />R xx = <br />0.704 <br />in <br />Depth =2.000 in <br />R yy = <br />0.704 <br />in <br />J =1.310 in^4 <br />Width =2.000 in <br />Wall Thick <br />= <br />0.250 in Zx =0.964 in^3 <br />Area <br />= <br />1.510 in^2 <br />Weight =5.375 plf <br />I xx =0.75 in^4 <br />S xx =0.75 in^3Design Thick =0.233 in <br />I yy =0.747 in^4 C =1.410 in^3 <br />S yy =0.747 in^3 <br />Ycg =0.000 in <br />4.3.6 <br />914-918 N Bewley <br />St5/8/2025