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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> l Steel Column Project File: <br /> LIC#:KW-06015511,Build:20.23,08.01 SHUTLER CONSULTING ENGINEERS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Column with crane lateral loads DL+Crane <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: HSS10x10x5/16 • Overall Column Height 35.5 ft <br /> Analysis Method: Allowable Strength Top&Bottom Fixity Top&Bottom Pinned <br /> Steel Stress Grade Brace condition: <br /> Fy:Steel Yield 46 ksi Unbraced Length for buckling ABOUT X-X Axis='35.5 ft;K 1.0 <br /> E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis=35.5 ft,K=1.0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included: 1,432.43 lbs*Dead Load Factor <br /> AXIAL LOADS <br /> Axial Load at 35.50 ft, D=48.0 k <br /> BENDING LOADS.. . <br /> Lat. Point Load at 30.50 ft creating Mx-x, D=5.0 k V/ <br /> Lat. Point Load at 30.50 ft creating My-y,D=3.0 k V <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.7095 1 Maximum Load Reactions.. <br /> Load Combination D Only Top along'X-X 2.577 k <br /> Location of max.above base 30.497 ft Bottom along X-X 0.4225 k <br /> At maximum location values are Top along Y-Y 4.296 k <br /> Pa:Axial 49.432 k Bottom along Y-Y 0.7042 k' <br /> Pn/Omega:Aliowablt 139.265 k <br /> Ma-x:Applied 21.477 k-ft <br /> Maximum Load Deflections./' V(Y N <br /> /,,Mn-x/Omega:Allowable 86.140 k-ft Along Y-Y }0.6854 in� at 20. ft above base <br /> for load combination:D On y <br /> May:Applied 12.886 k-ft <br /> Mn-y/Omega:Allowable 86.140 k-ft Along X-X i,0 4113 in}at 20.490ft above base <br /> for load combination:D Onl� <br /> PASS Maximum Shear Stress Ratii 0.04893 : 1 ///i , <br /> Load Combination D Only t`` <br /> Location of max.above base 30.735 ft <br /> At maximum location values are... <br /> Va:Applied 4.296 k <br /> Vn/Omega:Allowable 87.790 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 0.710 PASS 30.50 ft 1,50 1.50 108.12 108.12 0.049 PASS 30.73 ft <br /> +0.60D 0.426 PASS 30.50 ft 1.50 1.50 108.12 108.12 0.029 PASS 30.73 ft <br /> 1 <br />