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Shutler Consulting Engineers,Inc. Project Title: Baywood Industrial <br /> 12503 Bet-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 2020,12:47PM <br /> File'Baywood IndustriaLec6 <br /> Steel Ct7Iurnn softwarecapyightENERCALC,INC.'1983-2020,Build:12.20817 <br /> :'to•# KT J.Q -Q0346' ;A mf,5 M51,-, :u.: r +0410 1WTC GUNS Tt itigEW <br /> DESCRIPTION: Column 4(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: HSS8x8x5116 Overall Column Height 33.0 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 i, <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included:1,050.72 Ibs*Dead Load Factor I' <br /> AXIAL LOADS... <br /> roof:Axial Load at 33.0 ft,Xecc=3.0 in,D=26,50,S=37.50 k <br /> mezzanine:Axial Load at 14.0 ft,D=11.10,L=25.40 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.6007 :1 Maximum Load Reactions.. <br /> Load Combination +1.20D+0.50L+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 253.799 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 0.0 ft above base <br /> Mu-y 22 796 k ft for load combination: <br /> 0.9*Mn-y: 86,595 k-ft Along X-X -0.7848 in at 19.268ft above base <br /> for load combination:+D+S <br /> PASS Maximum Shear Stress Ratio= 0.00810 :1 i <br /> Load Combination +1.20D+0.50L+1.60S <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+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination Stress Ratio Status Location Cbx Cby KxLx1Rx KyLy/Ry Stress Ratio Status Location <br /> +1.40D 0.182 PASS 32.78 ft 1.00 1.00 72.84 72.84 0.003 PASS 0.00 ft <br /> +1.20D+1.60L 0.326 PASS 13.95 ft 1.00 1.00 53.67 53.67 0.003 PASS 0.00 ft <br /> +1.20D+1.60L+0.505 0.409 PASS 13.95 ft 1.00 1.00 53.67 53.67 0.004 PASS 0.00 ft <br /> +1.20D+0.50L 0.198 PASS 0.00 ft 0.00 1.00 53.67 53.67 0.003 PASS 0.00 ft <br /> +1.20D 0.156 PASS 32.78 ft 1.00 1.00 72.84 72.84 0.003 PASS 0.00 ft <br /> +1.20D+0.50L+1.60S 0.601 PASS 32.78 ft 1.00 1.00 72.84 72.84 0.008 PASS 0.00 ft f <br /> +1.200+1.605 0.601 PASS 32.78ft 1.00 1.00 72.84 72.84 0.008 PASS 0.00ft <br /> +1.20D+0.50L40.50S 0.333 PASS 32.78ft 1.00 1.00 72.84 72.84 0.004 PASS 0.00 ft <br /> +1.20D+0.50L+0.205 0.265 PASS 13.95 ft 1.00 1.00 53.67 53.67 0.003 PASS 0.00 ft <br /> -+0.90D 0.117 PASS 32.78 ft 1.00 1.00 72.84 72.84 0.002 PASS 0.00 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. 1, <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 /> p D Only 38.651 0.201 0.201 <br /> i, 1 +D+L 64.051 0.201 0.201 <br /> +D+6 76.151 0.485 0.485 <br /> +O40.750L 57.701 0.201 0.201 <br /> I <br /> t <br /> ll <br />