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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 2020,12:46PM <br /> Steel Column File:Baywocd lndustnaLec6 <br /> Software Dopy right ENERCALC,INC 1g83-2C20,3ulld:12.20.8,17 <br /> i=ic•# K =00z u s <br /> DESCRIPTION: Column 4 1t V- t:tX� <br /> Coate References <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 <br /> Load Combinations Used:ASCE 7-10 <br /> General Information i. <br /> Steel Section Name: HSS8x8x5116 Overall Column Height 33 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 Unbraced Length for buckling ABOUT Y-Y Axis=33 fl,K=1.0 <br /> Y-Y(depth)axis: <br /> Unbraced Length for buckling ABOUT X-X Axis=33 ft,K=1.0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. i <br /> Column self weight included:1,050.72 lbs*Dead Load Factor <br /> AXIAL LOADS... t <br /> roof:Axial Load at 33.0 ft,Xecc=3.0 in,D=26.50,S=37.50 k t <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Sending Stress Ratio = 0.9867 ; 1 Maximum Load Reactions,, <br /> Load Combination +1 20D+1 60S Top along X-X 0.4848 k <br /> Location of max.above base 32.779 ft Bottom along X-X 0.4848 k <br /> At maximum location values are... Top along Y-Y 0.0 k <br /> Pu 93.061 k Bottom along Y-Y 0.0 k <br /> 0.9*Pn 123.635 k <br /> Mu x 0.0 k-ft Maximum Load Deflections... <br /> 0.9*Mn-x: 86.595 k-ft Along Y-Y 0.0 in at 0.0ft above base <br /> Mu-y -22.796 k-ft <br /> for load combination: <br /> 0.9*Mn-y: 86.595 k-ft Along X-X -0.7848 in at 19.268 ft above base <br /> for load combination:+D+S <br /> PASS Maximum Shear Stress Ratio= 0.00810 :1 <br /> Load Combination +1.20D+1.603 <br /> Location of max.above base 0.0 ft <br /> At maximum location values are... <br /> Vu:Applied 0.6955 k • <br /> Vn*Phi:Allowable 85.862 k <br /> Load Combination Results <br /> Maximum Axial+Bendino Stress Ratios Maximum Shear Ratios !' <br /> Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLy/Ry Stress Ratio Status Location <br /> +1.40D 0.407 PASS 32.78 ft 1.00 1.00 126.52 126.52 0.003 PASS 0.00 ft <br /> +1.20D 0.348 PASS 32.78 ft 1.00 1.00 126.52 126.52 0.003 PASS 0.00 ft <br /> +1.20D+0.50S 0.548 PASS 32.78 ft 1.00 1.00 126.52 126.52 0.004 PASS 0.00 ft I <br /> +1.200+1.608 0.987 PASS 32.78 ft 1.00 1.00 126.52 126.52 0.008 PASS 0.00 ft <br /> +1.20D+0.205 0.428 PASS 32.78 ft 1.00 1.00 126.52 126.52 0,003 PASS 0.00 ft i <br /> +0.90D 0.261 PASS 32.78 ft 1.00 1.00 126.52 126.52 0.002 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 i <br /> Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> D Only 27.551 0.201 0.201 <br /> +D+S 65.051 0.485 0.485 <br /> /-' <br /> 40+0.7505 55.676 0.414 0.414 <br /> +0.60D 16.530 0.120 0.120 <br /> S Only 37.500 0.284 0.284 <br /> It <br /> l <br /> f <br /> 1 <br />