Laserfiche WebLink
Steel Column <br />LIC# : KW-06011706, Build:20.24.07.24 George Kiledjian (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:M10 <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 />MaximumReaction, X-X Axis Base 0.085 <br />Minimum" 0.085 <br />MaximumReaction, Y-Y Axis Base 0.085 <br />Minimum" 0.085 <br />MaximumReaction, X-X Axis Top 0.085 <br />Minimum" 0.085 <br />MaximumReaction, Y-Y Axis Top 0.085 <br />Minimum" 0.085 <br />MaximumMoment, X-X Axis Base 0.085 <br />Minimum" 0.085 <br />MaximumMoment, Y-Y Axis Base 0.085 <br />Minimum" 0.085 <br />MaximumMoment, X-X Axis Top 0.085 <br />Minimum" 0.085 <br />MaximumMoment, Y-Y Axis Top 0.085 <br />Minimum" 0.085 <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+0.60W 0.0000 0.000 0.000 ftft inin 0.000 <br />+D+0.450W 0.0000 0.000 0.000 ftft inin 0.000 <br />+0.60D+0.60W 0.0000 0.000 0.000 ftft inin 0.000 <br />+0.60D 0.0000 0.000 0.000 ftft inin 0.000 <br />W Only 0.0000 0.000 0.000 ftft inin 0.000 <br />.Steel Section Properties :HSS3x3x5/16 <br />R xx = <br />1.080 <br />in <br />Depth = 3.000 in <br />R yy = <br />1.080 <br />in <br />J = 5.940 in^4 <br />Width = 3.000 in <br />Wall Thick <br />= <br />0.313 in Zx = 2.900 in^3 <br />Area <br />= <br />2.940 in^2 <br />Weight = 10.580 plf <br />I xx = 3.45 in^4 <br />S xx = 2.30 in^3Design Thick = 0.291 in <br />I yy = 3.450 in^4 C = 4.180 in^3 <br />S yy = 2.300 in^3 <br />Ycg = 0.000 in <br />HOLD- 420 W 17th <br />St3/7/2025