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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 2020,12:22PM <br /> St eel CO�Ut71i1 File:Baywood lndustnal c6 k. <br /> " Software copyng t ENERC.4LC,INC.1982020,Bul!d:12.208.17 2 <br /> . :K_ 6000 6_ '; SH TIER CO11-VM I IMPINMe <br /> DESCRIPTION: Column 2(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 j <br /> Steel Section Name: HSS12x12x5116 Overall Column Height 32.330 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(budding)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:1,579,64 lbs*Dead Load Factor <br /> AXIAL LOADS .. <br /> rg-2:Axial Load at 32.330 ft,Xecc=5.0 in,D=27.80,S=42.50 k <br /> rg-1:Axial Load at 32.330 ft,Xecc=-5.0 in,D=21.50,S=31.60 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 = 0.4824 :1 Maximum Load Reactions.. <br /> Load Combination +1.20D+0.50L+1,605 Top along X-X 0.9279 k <br /> Location of max.above base 13.887 ft Bottom along X-X 0.9279 k a <br /> G At maximum location values are... Top along Y-Y 0.0 k <br /> Pu 205.636 k Bottom along Y-Y 0.0 k <br /> 0.9*Pn 496.108 k <br /> Mu-x 0.0 k-ft Maximum Load Deflections... i <br /> 0.9*Mn•x: 168.381 k-ft Along Y-Y 0.0 in at 0.Oft above base <br /> for load combination: <br /> Mu-y -12.857 k-ft <br /> 0.9*Mn-y: 168.381 k-ft Along X-X 0.07224 in at 20.179ft above base <br /> for load combination:L Only <br /> PASS Maximum Shear Stress Ratio= 0.01059 :1 <br /> Load Combination +1.20D+1.60L+0.505 <br /> Location of max.above base 0.0 ft <br /> At maximum location values are... <br /> Vu:Applied 1.419 k <br /> Vn*Phi:Allowable 134.051 k <br /> Load Combination Results <br /> Maximum Axial+Bending 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 0.175 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.004 PASS 0.00 ft : <br /> +1,20D+1.60L 0.331 PASS 13.89 ft 1.00 1.00 35.29 35.29 0.010 PASS 0.00 ft <br /> +1.20D+1.60L+0,50S 0.411 PASS 13.89 ft 1.00 1.00 35.29 35.29 0.011 PASS 0.00 ft <br /> +1,20D+0.50L 0.176 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.005 PASS 0.00 ft <br /> +1.20D 0.150 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.003 PASS 0.00 ft <br /> +1,20D+0.50L+1,605 0.482 PASS 13.89 ft 1.00 1.00 35.29 35.29 0.007 PASS 0.00 ft <br /> +1,20D+1.60S 0.435 PASS 13.89 ft 1.00 1.00 35.29 35.29 0.005 PASS 0.00 ft <br /> +1,20D+0.50L+0.50S 0.307 PASS 13.89 ft 1.00 1.00 35.29 35.29 0.006 PASS 0.00 ft <br /> +1.20D+0.50L+0.205 0.259 PASS 13.89 ft 1.00 1.00 35.29 35.29 0.005 PASS 0.00 ft <br /> +0,90D 0.112 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.002 PASS 0.00 ft i <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 6 Top @ Base @ Top ©Base @ Top <br /> D Only 61.980 0.339 0.339 <br /> +D+L 87.380 0.928 0.928 <br /> +D+S 136,080 0.479 0.479 <br />