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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, 1:15PM <br /> Steel Column File:Baywood lndustnalec6 <br /> Software cop rch?CNCRCAI_C,INC 1983-2020 BuIld:1220817 <br /> " :.� g",a�'.-,.xarez `e--'_w i3 -`-h�. ,liti'-�s SoT•,R;PONSULTING,,EI�t INEERSS <br /> ,Sr..•ass,.. <br /> DESCRIPTION: Column 5 <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: 1-ISS12x12x5116 Overall Column Height 33.670 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=33.670 ft,K=1.0 <br /> Y-Y(depth)axis: <br /> Unbraced Length for buckling ABOUT X-X Axis=33.670 ft,K=1.0 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included:1,645.12 lbs*Dead Load Factor <br /> AXIAL LOADS... <br /> w-2:Axial Load at 33.670 ft,Xecc=12.0 in,D=30.0,S=43.40 k <br /> rg-4:Axial Load at 33.670 ft,Xecc=-12.0 in,D=15.40,S=23.50 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.7373 :1 Maximum Load Reactions.. <br /> Load Combination +1.20D+1.60S Top along X-X 1.025 k It <br /> Location of max.above base 33.444 ft Bottom along X X 1.025 k <br /> At maximum location values are... Top along Y-Y 0.0 k <br /> Pu 163,494 k Bottom along Y-Y 0.0 k <br /> 0.9*Pn 341.678 k <br /> Mu-x 0.0 k-ft Maximum Load Deflections... <br /> ' 0.9*Mn-x: 168.381 k-ft Along Y-Y 0.0 in at 0.Oft above base <br /> Mu-y 49.029 k-ft for load combination: <br /> 0.9*Mn-y: 168.381 k-ft Along X-X -0.4961 in at 19.660ft above base <br /> for load combination:+D+S <br /> PASS Maximum Shear Stress Ratio= 0.01094 :1 <br /> Load Combination +1.20D+1.60S <br /> Location of max.above base 0.0 ft <br /> At maximum location values are... 1 <br /> Vu:Applied 1.466 k <br /> Vn*Phi:Allowable 134.051 k <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios 1. <br /> Load Combination Stress Ratio Status Location Cbx Cby KxLxIRx KyLy/Ry Stress Ratio Status Location <br /> +1.40D 0.217 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.005 PASS 0.00 ft <br /> +1.20D 0.186 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.004 PASS 0.00 ft <br /> +1.20D+0.505 0.407 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.006 PASS 0.00 ft <br /> +1.20D+1.60S 0.737 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.011 PASS 0.00 ft <br /> +1.20D+0.205 0.317 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.005 PASS 0.00 ft <br /> +0.90D 0.139 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.003 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 <br /> Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> D Only 47.045 0.434 0.434 <br /> +D+S 113.945 1.025 1.025 <br /> +D+0.750S 97.220 0.877 0.877 <br /> +0.60D 28.227 0.260 0.260 <br /> S Only 66.900 0.591 0.591 <br /> i <br /> Ili <br /> 1 <br />