200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16

Shutter Consulting Engineers,Inc. Project Title: Baywood Industrial 12503 Bel-Red Road Engineer: CT Suite 100 Project ID: 20-33 Bellevue,WA 98005 Project Descr: (, (425)450-4075*Fax(425)450-4076 Printed:27 OCT 2020,12:20PM Steel Columne.:aywooI ntustna .• Software copyright ENERCA LC,INC 1983-2020,8ultt12.20,8.17 TOM-, .� 'ad.mx.��•,� .._..,,.Y ��fftekle�-'��..>. r,�e�..�..-:%t . .210. 9Q�7 T1NG ENGINEERS DESCRIPTION: Column 2 Code References Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-10 General Information Steel Section Name: HSS12x12x5/16 Overall Column Height 32.33 ft Analysis Method: Load Resistance Factor Top&Bottom Fixity Top&Bottom Pinned Steel Stress Grade ,A500, Grade B, Fy=46 ksi, Carbon Brace condition for deflection(buckling)along columns: 1 Fy:Steel Yield 46.0 ksi X-X(width)axis: E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis=32.33 ft,K=1.0 Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=32.33 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:1,579.64 lbs*Dead Load Factor AXIAL LOADS... rg-2:Axial Load at 32.330 ft,Xecc=5.0 in,D=27.80,S=42.50 k i rg-1:Axial Load at 32.330 ft,Xecc=-5.0 in,D=21.50,S=31.60 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.5608 :1 Maximum Load Reactions.. i Load Combination +1.20D+1.605 Top along X-X 0.2217 k Location of max.above base 32.113 ft Bottom along X-X 0.2217 k At maximum location values are... Top along Y-Y 0.0 k r Pu 179.616 k Bottom along Y-Y 0.0 k 0.9*Pn 354.844 k i Mu-x 0.0 k-ft Maximum Load Deflections... 0.9'Mn-x: 168,381 k-ft AlongY-Y 0.0 in at O,Oft above base Mu-y 10,347 k-ft for load combination: 0.9*Mn.y: 168.381 k-ft Along X-X -0.09501 in at 18.877ft above base for load combination:+D+S PASS Maximum Shear Stress Ratio= 0.002404 :1 Load Combination +1.20D+1.60S Location of maxabove base 0.0 ft Al maximum location values are... Vu:Applied 0.3222 k Vn'Phi:Allowable 134.051 k Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratio Load Combination Stress Ratio Status Location Cbx Cby KxLxIRx KyLy/Ry Stress Ratio Status Location +1,40D 0.220 PASS 32.11 ft 1.00 1.00 81.50 81.50 0.001 PASS 0.00 ft +1.20D 0.172 PASS 0.00 ft 1.00 1.00 81.50 81.50 0.001 PASS 0.00 ft • +1.20D+0.50S 0.305 PASS 32.11 ft 1.00 1.00 81.50 81.50 0.001 PASS 0.00 ft +1.20D+1,60S 0.561 PASS 32.11 ft 1.00 1.00 81.50 81.50 0.002 PASS 0.00 ft i +1.20D+0,205 0.235 PASS 32.11 ft 1.00 1.00 81.50 81.50 0.001 PASS 0.00 ft -r0.90D 0.129 PASS 0.00 ft 1.00 1.00 81.50 81.50 0.001 PASS 0.00 ft Maximum Reactions Note:Only non-zero reactions are listed. f' Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments kft My-End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top D Only 50.880 0.081 0.081 +D+S 124.980 0.222 0.222 +0+0.750S 106.455 0.187 0.187 +0.60D 30.528 0.049 0.049 • r S Only 74.100 0.140 0.140 t: