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(_4( <br /> Shutter Consulting Engineers,Inc. Project Title: Baywood Industrial <br /> 12503 Bel-Red Road Engineer: CT <br /> Suite 100 Project ID: 20-33 <br /> Bellevue,WA 98005 Project Descr: <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:27 OCT 2020, 1:56PM <br /> $ t313� Columnrile:BaywoodIndustrial.ec6 <br /> Software copyright EN ERCALC,I NC.1983-2020,Buiid:12,20.8.17 <br /> Ltc f-A, -06009..d44. . " ` ftCONSULTINGENGINEERS <br /> _...._ ._ a-,... <br /> DESCRIPTION: Column 8(w!mezzanine) <br /> Code References <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combinations Used:ASCE 7-10 <br /> General Information <br /> Steel Section Name: HSS12x12x5I16 Overall Column Height 32.0 ft <br /> Analysis Method: Load Resistance Factor Top&Bottom Fixity Top&Bottom Pinned <br /> Steel Stress Grade ,A500,Grade B, Fy=46 ksi, Carbon Brace condition for deflection(buckling)along columns: <br /> Fy:Steel Yield 46.0 ksi X-X(width)axis: <br /> E:Elastic Bending Modulus 29,000.0 ksi Lu for buckling ABOUT Y-Y Axis:14 ft,K=1.0 <br /> Y-Y(depth)axis: <br /> Lu for buckling ABOUT X-X Axis:14 ft,K=1,0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included:1,563.52 lbs*Dead Load Factor <br /> AXIAL LOADS... <br /> ds8:Axial Load at 32.0 ft,Xecc=12.0 in,D=9.70,S=12.60 k <br /> ds7:Axial Load at 32.0 ft,Xecc=-12.0 in,D=11.80,S=14.40 k <br /> rg5:Axial Load at 32.0 ft,Yecc=5.0 in,D=7.80,S=11.30 k • <br /> joist:Axial Load at 32.0 ft,Yecc=-5.0 in,D=3.0,S=5,0 k <br /> mezzanine:Axial Load at 14,0 ft,Xecc=-9.0 in,D=11.10,L=25.40 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> - PASS Max.Axial+Bending Stress Ratio = 0.3466 :1 Maximum Load Reactions.. <br /> --- : Load Combination +1.20D+0.50L+1.605 Top along X-X 0.9211 k <br /> Location of max.above base 13.960 ft Bottom along X-X 0.9211 k <br /> At maximum location values are... Top along Y-Y 0.1445 k <br /> Pu 135.936 k Bottom along Y-Y 0.1445 k <br /> 0.9*Pn 496.108 k <br /> Mu-x -2.879 k-ft Maximum Load Deflections... <br /> 0.9*Mn-x: 168.381 k-ft Along Y-Y -0.06007 in at 18.685 ft above base <br /> for load combination:+D+S <br /> Mu-y 10.869 k-ft <br /> 0•9*Mn-y: 168.381 k-ft Along X-X -0.07303 in at 20.403ft above base <br /> for load combination:+D+L <br /> PASS Maximum Shear Stress Ratio= 0.01023 :1 <br /> Load Combination +1,20D+1.60L+0.50S <br /> Location of max.above base 0.0 ft <br /> At maximum location values are... <br /> Vu:Applied 1.372 k <br /> Vn*Phi:Allowable 134.051 k <br /> Load Combination Results <br /> Maximum Axial+Bendino Stress Ratios Maximum Shear Ratios <br /> Load Combination Stress Ratio Status Location Cbx Cby KxLx1Rx KyLy/Ry Stress Ratio Status Location <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 /> 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 />