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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: North Canopy Column <br />PCs STRUCTURAL SOLUTIONS <br />Code References <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combinations Used : IBC 2021 <br />General Information <br />Steel Section Name: w12x45 <br />Analysis Method : Allowable Strength <br />Steel Stress Grade <br />Fy : Steel Yield 50.0 ksi <br />E : Elastic Bending Modulus 29,000.0 ksi <br />Project File: Everett Mall Canopy.ec6 <br />(c) ENERCALC INC 1983-2023 <br />Overall Column Height 23.0 ft <br />Top & Bottom Fixity Top & Bottom Pinned <br />Brace condition : <br />Unbraced Length for buckling ABOUT X-X Axis = 23.0 ft, K = 1.0 <br />Unbraced Length for buckling ABOUT Y-Y Axis = 23.0 ft, K = 1.0 <br />Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Column self weight included : 1,035.0 Ibs' Dead Load Factor <br />AXIAL LOADS ... <br />Axial Load at 23.0 ft, Xecc = 1.0 in, Yecc = 96.0 in, D = 1.920, S = 3.20 k <br />DESIGN SUMMARY <br />Bending & Shear Check Results <br />PASS Max. Axial+Bending Stress Ratio = <br />0.2960 : 1 <br />Maximum Load Reactions . . <br />Load Combination <br />+p+S <br />Top along X-X <br />Location of max.above base <br />23.0 ft <br />Bottom along X-X <br />At maximum location values are ... <br />Top along Y-Y <br />Pa : Axial <br />6.155 k <br />Bottom along Y-Y <br />Pn / Omega: Allowabl( <br />98.289 k <br />Ma-x : Applied <br />-40.960 k-ft <br />Maximum Load Deflections ... <br />Mn-x /Omega :Allowable <br />160.180 k-ft <br />Along Y-Y-0.2401 in at <br />for load combination :+p+S <br />Ma-y : Applied <br />-0.4267 k-ft <br />Mn-y / Omega: Allowable <br />47.405 k-ft <br />Along X-X-0.01741 in at <br />for load combination :+D+S <br />PASS Maximum Shear Stress Rati, <br />0.02197 : 1 <br />Load Combination <br />+D+S <br />Location of max.above base <br />0.0 ft <br />At maximum location values are ... <br />Va : Applied <br />1.781 k <br />Vn / Omega : Allowable <br />81.070 k <br />Load Combination Results <br />Load Combination <br />D Only <br />+D+S <br />+D+0.750S <br />+0.60D <br />Maximum Reactions <br />Maximum Axial + <br />Bending <br />Stress Ratios <br />Stress Ratio Status <br />Location <br />0.114 <br />PASS <br />23.00 ft <br />0.296 <br />PASS <br />23.00 ft <br />0.251 <br />PASS <br />23.00 ft <br />0 069 <br />PASS <br />23.00 ft <br />Cbx Cby KxLx/Ry KyLy/Rx <br />1.66 <br />1.66 <br />53.59 <br />141.54 <br />1.66 <br />166 <br />53.59 <br />14t54 <br />1.66 <br />1.66 <br />53.59 <br />141.54 <br />1.66 <br />1.66 <br />53.59 <br />141.54 <br />0.01855 k <br />0.01855 k <br />1.781 k <br />1.781 k <br />13.430ft above base <br />13.430ft above base <br />Maximum Shear Ratios <br />Stress Ratio Status <br />Location <br />0.008 <br />PASS <br />0.00 ft <br />0.022 <br />PASS <br />0.00 ft <br />0.019 <br />PASS <br />0.00 ft <br />0.005 <br />PASS <br />0.00 ft <br />Note: Only non -zero reactions are listed. <br />Axial Reaction <br />X-X Axis Reaction k <br />Y-Y Axis Reaction <br />Mx - End Moments k-ft <br />My - End Moments <br />Load Combination <br />@ Base <br />@ Base <br />@ Top <br />@ Base <br />@ Top <br />@ Base @ Top <br />@ Base @ Top <br />D Only <br />2.955 <br />0.007 <br />0.007 <br />-0.668 <br />0.668 <br />+D+S <br />6.155 <br />0.019 <br />0.019 <br />-1.781 <br />1.781 <br />+D+0.750S <br />5.355 <br />0.016 <br />0.016 <br />-1.503 <br />1.503 <br />+0.60D <br />1.773 <br />0.004 <br />0.004 <br />-0.401 <br />0.401 <br />S Only <br />3.200 <br />0.012 <br />0.012 <br />-1.113 <br />1.113 <br />Extreme Reactions_ <br />Axial Reaction <br />X-X Axis Reaction k <br />Y-Y Axis <br />Reaction <br />Mx - End Moments k-ft <br />My - End Moments <br />Item <br />Extreme Value @ Base <br />@ Base <br />@ Top <br />@ Base <br />@ Top <br />@ Base @ Top <br />@ Base @ Top <br />Axial @ Base <br />Maximum <br />6.155 <br />0.019 <br />0.019 <br />-1.781 <br />1.781 <br />-40.960 <br />-0.427 <br />11 <br />Minimum <br />1.773 <br />0.004 <br />0.004 <br />-0A01 <br />0.401 <br />-9.216 <br />-0.096 <br />Reaction, X-X Axis Base <br />Maximum <br />6.155 <br />0.019 <br />0.019 <br />-1.781 <br />1.781 <br />-40.960 <br />-0.427 <br />" <br />Minimum <br />1.773 <br />0.004 <br />0.004 <br />-0.401 <br />0.401 <br />-9.216 <br />-0.096 <br />