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This output has been based on IBC 2021. The EOR has reviewed it and made any necessary revisions in order to conform to the CBC 2022 and its relevant <br />adoptions & amendments. <br />Steel Column <br />LIC# : KW-06011819, Build:20.24.07.24 Khatri International Inc. (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:French Park Plaza HSS Post <br />Project Title:French Park Plaza <br />Engineer:Jessica Acevedo <br />Project ID: <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 />L Only 65.690 <br />W Only 1.302 -4.558 <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 165.469 <br />Minimum" 1.302 -4.558 <br />MaximumReaction, X-X Axis Base 99.779 <br />Minimum" 99.779 <br />MaximumReaction, Y-Y Axis Base 1.302 -4.558 <br />Minimum" 99.779 <br />MaximumReaction, X-X Axis Top 99.779 <br />Minimum" 99.779 <br />MaximumReaction, Y-Y Axis Top 99.779 <br />Minimum" 99.779 <br />MaximumMoment, X-X Axis Base 99.779 <br />Minimum" 1.302-4.558 -4.558 <br />MaximumMoment, Y-Y Axis Base 99.779 <br />Minimum" 99.779 <br />MaximumMoment, X-X Axis Top 99.779 <br />Minimum" 99.779 <br />MaximumMoment, Y-Y Axis Top 99.779 <br />Minimum" 99.779 <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 ftft inin 0.000 <br />+D+L 0.0000 0.000 0.000 ftft inin 0.000 <br />+D+0.750L 0.0000 0.000 0.000 ftft inin 0.000 <br />+D+0.60W 0.0000 0.003 7.000 ftft inin 0.000 <br />+D+0.750L+0.450W 0.0000 0.002 7.000 ftft inin 0.000 <br />+0.60D+0.60W 0.0000 0.003 7.000 ftft inin 0.000 <br />+0.60D 0.0000 0.000 0.000 ftft inin 0.000 <br />L Only 0.0000 0.000 0.000 ftft inin 0.000 <br />W Only 0.0000 0.005 6.953 ftft inin 0.000 <br />.Steel Section Properties :HSS12x12x3/4 <br />R xx = <br />4.560 <br />in <br />Depth = 12.000 in <br />R yy = <br />4.560 <br />in <br />J = 1030.000 in^4 <br />Width = 12.000 in <br />Wall Thick <br />= <br />0.750 in Zx = 127.000 in^3 <br />Area <br />= <br />30.300 in^2 <br />Weight = 109.910 plf <br />I xx = 631.00 in^4 <br />S xx = 105.00 in^3Design Thick = 0.698 in <br />I yy = 631.000 in^4 C = 177.000 in^3 <br />S yy = 105.000 in^3 <br />Ycg = 0.000 in <br />Page 15 of 21 <br />HOLD- 408 E Civic Center Dr <br />- 1021192849/24/2024