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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Column Project File:Everett Storage.ec6 <br /> LIC#!:KW-06016450,Build:20.23.05.22 QUANTUM CONSULTING ENGINEERS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Column <br /> Code References <br /> Calculations per AISC 360-16, IBC 2021,ASCE 7-16 <br /> Load Combinations Used : IBC 2021 <br /> General Information <br /> Steel Section Name : w8x31 Overall Column Height 28.5 ft <br /> Analysis Method: Allowable Strength Top&Bottom Fixity Top&Bottom Pinned <br /> Steel Stress Grade Brace condition : <br /> Fy:Steel Yield 36.0 ksi Unbraced Length for buckling ABOUT X-X Axis=10 ft,K= 1.0 <br /> E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis =10 ft, K= 1.0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included : 884.77 Ibs* Dead Load Factor <br /> AXIAL LOADS . . . <br /> Girder:Axial Load at 28.50 ft, D =4.369, S= 18.203 k <br /> DESIGN SUMMARY <br /> Bending &Shear Check Results <br /> PASS Max. Axial+Bending Stress Ratio = 0.1437 : 1 Maximum Load Reactions.. <br /> Load Combination +D+S Top along X-X 0.0 k <br /> Location of max.above base 0.0 ft Bottom along X-X 0.0 k <br /> At maximum location values are... Top along Y-Y 0.0 k <br /> Pa:Axial 23.457 k Bottom along Y-Y 0.0 k <br /> Pn/Omega :Allowabl( 163.266 k <br /> Ma-x:Applied 0.0 k-ft Maximum Load Deflections... <br /> Mn-x/Omega:Allowable 53.30 k-ft Along Y-Y 0.0 in at O.Oft above base <br /> for load combination <br /> Ma-y:Applied 0.0 k-ft <br /> Mn-y/Omega:Allowable 25.329 k-ft Along X-X 0.0 in at O.Oft above base <br /> for load combination <br /> PASS Maximum Shear Stress Rati( 0.0 : 1 <br /> Load Combination 0.0 <br /> Location of max.above base 0.0 ft <br /> At maximum location values are. .. <br /> Va:Applied 0.0 k <br /> Vn/Omega:Allowable 0.0 k <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination Stress Ratio Status Location Cbx Cby KxLx/Ry KyLy/Rx Stress Ratio Status Location <br /> D Only 0.032 PASS 0.00 ft 1.00 1.00 34.58 59.41 0.000 PASS 0.00 ft <br /> +D+S 0.144 PASS 0.00 ft 1.00 1.00 34.58 59.41 0.000 PASS 0.00 ft <br /> +D+0.750S 0.116 PASS 0.00 ft 1.00 1.00 34.58 59.41 0.000 PASS 0.00 ft <br /> +0.60D 0.019 PASS 0.00 ft 1.00 1.00 34.58 59.41 0.000 PASS 0.00 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> D Only 5.254 <br /> +D+S 23.457 <br /> +D+0.750S 18.906 <br /> +0.60D 3.152 <br /> S Only 18.203 <br /> Extreme Reactions <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> Axial @ Base Maximum 23.457 <br /> 1. Minimum 3.152 <br /> Reaction, X-X Axis Base Maximum 5.254 <br /> Minimum 5.254 <br />