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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Steel Column <br />LIC# KW-06014122, Build:20.23.08.30 <br />DESCRIPTION: Canopy Brace <br />Exframa Raarfinnc <br />PCS STRUCTURAL SOLUTIONS <br />Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction <br />Item Extreme Value @ Base @ Base @ Top @ Base @ Top <br />Reaction, X-X Axis Base Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Reaction, Y-Y Axis Base Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Reaction, X-X Axis Top Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Reaction, Y-Y Axis Top Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Moment, X-X Axis Base Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Moment, Y-Y Axis Base Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Moment, X-X Axis Top Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Moment, Y-Y Axis Top Maximum <br />0.024 <br />" Minimum <br />0.024 <br />Maximum Deflections for Load Combinations <br />Load Combination <br />D Only <br />+D+0.60 W <br />+D+0.450W <br />+0.60D+0.60W <br />+0.60D <br />W Only <br />Steel Section Properties <br />Depth = <br />Diameter = <br />Wall Thick = <br />Area = <br />Weight = <br />Max. Deflection in X dir Distance <br />0.0000 in <br />0.0000 in <br />0.0000 in <br />0.0000 in <br />0.0000 in <br />0.0000 in <br />Pipet-1/2STD <br />1.900 in - I xx <br />S xx <br />1.900 in R xx <br />0.145 in Zx <br />0.749 inA2 1 yy <br />2.720 plf S yy <br />R yy <br />Ycg = 0.000 in <br />0.000 ft <br />0.000 ft <br />0.000 ft <br />0.000 ft <br />0.000 ft <br />0.000 ft <br />Project File: Everett Mall Canopy.ec6 <br />(c) ENERCALC INC 1983-2023 <br />Mx - End Moments k-ft My - End Moments <br />@ Base @ Top @ Base @ Top <br />Max. Deflection in Y dir <br />Distance <br />0.000 in <br />0.000 ft <br />0,000 in <br />0.000 ft <br />0.000 in <br />0.000 ft <br />0.000 in <br />0.000 ft <br />0.000 in <br />0.000 ft <br />0.000 in <br />0.000 ft <br />0.29 in^4 <br />= 0.31 in^3 <br />0.626 in <br />0.421 in^3 <br />0.293 in^4 <br />0.309 inA3 <br />0.626 in <br />J = 0.586 in"4 <br />