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--- Project Title: <br /> Engineer: l,` 1 <br /> ProjectID: <br /> Project Descr: <br /> IMF MEI <br /> Steel Column Project File:ENERCALC_20 <br /> LIC#:KW-06015511,Build:20.22.2.9 SHUTLER CONSULTING ENGINEERS '(c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: C2 at Service Drive <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 : HSS5x5x1/4 Overall Column Height 17.67 ft <br /> Analysis Method: Allowable Strength Top&Bottom Fixity Top&Bottom Pinned <br /> Steel Stress Grade Brace condition for deflection(buckling)along columns: <br /> Fy:Steel Yield 50 ksi X-X(width)axis: <br /> E: Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis= 17.67 ft, K=1.0 <br /> Y-Y(depth)axis: <br /> Unbraced Length for buckling ABOUT X-X Axis= 17.67 ft, K=1.0 <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Column self weight included :276.005 lbs*Dead Load Factor <br /> AXIAL LOADS . . . <br /> Axial Load at 17.670 ft, D=22.20 k <br /> BENDING LOADS . . <br /> Moment acting about X-X axis at 17.670 ft, D= 1.020 k-ft <br /> Moment acting about Y-Y axis at 8.250 ft, D=4.770 k-ft <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.5628 : 1 Maximum Load Reactions.. <br /> Load Combination D Only Top along X-X 0.2699 k <br /> Location of max.above base 8.301 ft Bottom along X-X 0.2699 k <br /> At maximum location values are. . . Top along Y-Y 0.05773 k <br /> Pa:Axial 22.476 k Bottom along Y-Y 0.05773 k <br /> Pn/Omega:Allowable 53.264 k <br /> Ma-x:Applied 0.4792 k-ft Maximum Load Deflections... <br /> Mn-x/Omega:Allowable 18.987 k-ft Along Y-Y 0.07675 in at 10.317ft above base <br /> for load combination:D Only <br /> Ma-y:Applied -2.529 k-ft <br /> Mn-y/Omega:Allowable 18.987 k-ft Along X-X -0.07148 in at 11.740ft above base <br /> for load combination:D Only <br /> PASS Maximum Shear Stress Ratii 0.007498 : 1 <br /> Load Combination D Only <br /> Location of max.above base 0.0 ft <br /> At maximum location values are. .. <br /> Va:Applied 0.2699 k <br /> Vn/Omega:Allowable 36.005 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 0.563 PASS 8.30 ft 1.00 1.00 109.87 109.87 0.007 PASS 0.00 ft <br /> +0.60D 0.338 PASS 8.30 ft 1.00 1.00 109.87 109.87 0.004 PASS 0.00 ft <br />