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Steel Column <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:C2 <br />Project File: 201 W 19th St.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <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"11.842 <br />MaximumReaction, X-X Axis Base 19.737 <br />Minimum"19.737 <br />MaximumReaction, Y-Y Axis Base 0.92349.097 5.077 <br />Minimum"19.737 <br />MaximumReaction, X-X Axis Top 19.737 <br />Minimum"19.737 <br />MaximumReaction, Y-Y Axis Top 19.737 <br />Minimum"19.737 <br />MaximumMoment, X-X Axis Base 19.737 <br />Minimum"19.737 <br />MaximumMoment, Y-Y Axis Base 19.737 <br />Minimum"19.737 <br />MaximumMoment, X-X Axis Top 19.737 <br />Minimum"19.737 <br />MaximumMoment, Y-Y Axis Top 19.737 <br />Minimum"19.737 <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 0.265 5.671 ftftinin0.000 <br />+D+0.750L 0.0000 0.199 5.671 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 0.265 5.671 ftftinin0.000 <br />.Steel Section Properties :HSS6x6x1/4 <br />R xx = <br />2.340 <br />in <br />Depth =6.000 in <br />R yy = <br />2.340 <br />in <br />J =45.600 in^4 <br />Width =6.000 in <br />Wall Thick <br />= <br />0.250 in Zx =11.200 in^3 <br />Area <br />= <br />5.240 in^2 <br />Weight =19.020 plf <br />I xx =28.60 in^4 <br />S xx =9.54 in^3Design Thick =0.233 in <br />I yy =28.600 in^4 C =15.400 in^3 <br />S yy =9.540 in^3 <br />Ycg =0.000 in <br />31 of 81 <br />210 W 19th St <br />4/14/2025