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Steel Column <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:STEEL COL - ECCENTRIC LOADING <br />Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 <br />Project Title: <br />Engineer: <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 />+0.60D 0.15220.944 -0.152 <br />Lr Only 5.625 <br />L Only 0.30719.220 -0.307 <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 0.56154.126 -0.561 <br />Minimum"5.625 <br />MaximumReaction, X-X Axis Base 0.25434.906 -0.254 <br />Minimum"0.25434.906 -0.254 <br />MaximumReaction, Y-Y Axis Base 5.625 <br />Minimum"0.56154.126 -0.561 <br />MaximumReaction, X-X Axis Top 0.25434.906 -0.254 <br />Minimum"0.25434.906 -0.254 <br />MaximumReaction, Y-Y Axis Top 0.25434.906 -0.254 <br />Minimum"5.625 <br />MaximumMoment, X-X Axis Base 0.25434.906 -0.254 <br />Minimum"0.25434.906 -0.254 <br />MaximumMoment, Y-Y Axis Base 0.25434.906 -0.254 <br />Minimum"0.25434.906 -0.254 <br />MaximumMoment, X-X Axis Top 0.25434.906 -0.254 <br />Minimum"0.25434.906 -0.254 <br />MaximumMoment, Y-Y Axis Top 0.25434.906 -0.254 <br />Minimum"0.25434.906 -0.254 <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 -0.056 7.007 ftftinin0.000 <br />+D+L 0.0000 -0.124 7.007 ftftinin0.000 <br />+D+Lr 0.0000 -0.056 7.007 ftftinin0.000 <br />+D+0.750Lr+0.750L 0.0000 -0.107 7.007 ftftinin0.000 <br />+D+0.750L 0.0000 -0.107 7.007 ftftinin0.000 <br />+0.60D 0.0000 -0.034 7.007 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />L Only 0.0000 -0.068 7.007 ftftinin0.000 <br />.Steel Section Properties :W6x15.5 <br />R xx = <br />1.456 <br />in <br />Depth =6.000 in <br />R yy = <br />2.569 <br />in Sw =3.463 in^4 <br />K1 =0.563 in Zy =4.920 in^3 <br />Kdesign =0.583 in <br />J =0.129 in^4 <br />Flange Width =5.995 in <br />Flange Thick <br />= <br />0.269 in Zx =11.100 in^3 <br />Area <br />= <br />4.560 in^2 <br />Weight =15.522 plf <br />I xx =30.10 in^4 <br />S xx =10.03 in^3 Cw =79.40 in^6Web Thick =0.235 in <br />I yy =9.670 in^4 <br />S yy =3.226 in^3 Wno =8.589 in^2 <br />Qf =2.220 in^3 <br />rts =1.662 in Qw =5.497 in^3 <br />Ycg =0.000 in <br />HSA & ASSOCIATES 02/27/2025 Page 16 <br />2130 E 4th St - REV <br />13/10/2025