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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Column Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: (1-1) South <br /> Code References <br /> Calculations per AISC 360-16, IBC 2018,CBC 2019,ASCE 7-16 <br /> Load Combinations Used :ASCE 7-16 <br /> General Information <br /> Steel Section Name : Pipe8xS Overall Column Height 24.0 ft <br /> Analysis Method: Allowable Strength Top&Bottom Fixity Top Free,Bottom Fixed <br /> Steel Stress Grade Brace condition: <br /> Fy:Steel Yield 35 ksi Unbraced Length for buckling ABOUT X-X Axis=24.0 ft,K=1.0 <br /> E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis=24.0 ft,K=1.0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included : 1,041.60 Ibs*Dead Load Factor <br /> AXIAL LOADS . . . <br /> Cantilevered GluLam:Axial Load at 24.0 ft, D= 16.749,S= 32.625 k <br /> (1-1):Axial Load at 24.0 ft, D =8.855, S = 13.659 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.4852 : 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 72.930 k Bottom along Y-Y 0.0 k <br /> Pn/Omega:Allowablf 150.298 k <br /> Ma-x:Applied 0.0 k-ft Maximum Load Deflections... <br /> Mn-x/Omega:Allowable 54.142 k-ft Along Y-Y 0.0 in at 0.Oft above base <br /> for load combination: <br /> Ma-y:Applied 0.0 k-ft <br /> Mn-y/Omega:Allowable 54.142 k-ft Along X-X 0.0 in at 0.0ft above base <br /> for load combination: <br /> PASS Maximum Shear Stress Rath 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 0.177 PASS 0.00 ft 1.00 1.00 99.65 0.00 0.000 PASS 0.00 ft <br /> +D+S 0.485 PASS 0.00 ft 1.00 1.00 99.65 0.00 0.000 PASS 0.00 ft <br /> +D+0.7505 0.408 PASS 0.00 ft 1.00 1.00 99.65 0.00 0.000 PASS 0.00 ft <br /> +0.60D 0.106 PASS 0.00 ft 1.00 1.00 99.65 0.00 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 26.646 <br /> +D+S 72.930 <br /> +D+0.7505 61.359 <br /> +0.60D 15.987 <br /> S Only 46.284 <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 72.930 <br /> Minimum 15.987 <br /> Reaction, X-X Axis Base Maximum 26.646 <br /> , , ,4°1 <br />