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aill MINI_ Project Title: '` <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> MIFF MOM <br /> . I Steel Column Project File:ENERCALC 20 <br /> LIC#:KW-06015511,Build:20.23.08;01 SHUTLER CONSULTING ENGINEERS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Column with crane lateral loads-DI_+0.75(SL+Crane) <br /> Code References <br /> Calculations per AISG 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=100.0 k <br /> BENDING LOADS. . . <br /> Lat.Point Load at 30.50 ft creating Mx-x, D=3.750 k✓ <br /> Lat.Point Load at 30.50 ft creating My-y,D=2.250 kV <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.9943 1 Maximum Load Reactions. <br /> Load Combination o Only Top along X-X 1.933 k <br /> Location of max.above base 30.497 ft Bottom along X-X 0.3169.k <br /> At maximum location values are... Top along Y-Y 3.222 k <br /> Pa Axial 101.432 k Bottom along Y-Y 0.5282 k <br /> Pn/Omega:Ailowabli 139.265 k <br /> Ma-x:Applied 16.107 k-ft <br /> Maximum Load Deflections... <br /> Mn-x/Omega:Allowable 86.140 k-ft Along Y-Y 0.5141 in at 20.490ft above base <br /> for load combination:D Only <br /> May:Applied 9.664 k ft <br /> Mn-y/Omega:Allowable 86.140 k-ft Along X-X 0.3084 in at 20.490ft above base <br /> for load combination:D Only <br /> PASS Maximum Shear Stress Rath 0.03670 : 1 <br /> Load Combination D Only <br /> Location of max.above base 30.735 ft <br /> At maximum location values are... <br /> Va:Applied 3.222 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 0.994 PASS 30.50 ft 1.50 1.50 108.12 108.12 0.037 PASS 30.73 ft <br /> +0.600 0.597 PASS 30.50 ft 1.50 1.50 108.12 108.12 0.022 PASS 30.73 ft <br /> k,, <br />