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

Oel 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, 1:35PM Steel;Column File:Baywood lndustnalec6 Software cropyrght ENCRCALC,Itic 1983-2020,Build:1220817 .�"= u�� 7� ;ENraN,FMR3.� a lCc� KW-069,0;��:.�x-x .„'*�:AEd,`�ni!u�t.�x�..�.,..e-rz�d�s,:.:: _ :erte�`��a"�iis:�e�,i��N SP��.k&�'...,..:�z�.. DESCRIPTION: Column 7(wl mezzanine) 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 32.750 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: Fy:Steel Yield 46.0 ksi X-X(width)axis: E:Elastic Bending Modulus 29,000.0 ksi Lu for buckling ABOUT Y-Y Axis:14 ft,K=1.0 Y-Y(depth)axis: Lu for buckling ABOUT X-X Axis:14 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:1,600.17 lbs"Dead Load Factor AXIAL LOADS... ds6:Axial Load at 32.750 ft,Xecc=12.0 in,D=6.20,S=5.30 k ds7:Axial Load at 32.750 ft,Xecc=-12.0 in,D=15.10,S=19.90 k rg7:Axial Load at 32.750 ft,Yecc=5,0 in,D=21.30,S=31.50 k rg8:Axial Load at 32.750 ft,Yecc=-5,0 in,D=10.50,S=13.50 k mezzanine:Axial Load at 32.750 ft,Yecc=9.0 in,D=11.10,L=25.40 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.8047 :1 Maximum Load Reactions, Load Combination +1.20D+0.50L+1.60S Top along X-X 0.7176 k Location of max.above base 32.750 ft Bottom along X-X 0.7176 k At maximum location values are... Top along Y-Y 0.9996 k Pu 203.980 k Bottom along Y-Y 0.9996 k 0,9*Pn 474.218 k Mu-x -36.915 k-ft Maximum Load Deflections... 0.9*Mn-x: 168.381 k-ft Along Y-Y -0.4453 in at 19.122ft above base for load combination:+D+0.750L+0.750S Mu-y 34.040 k-ft 0.9'Mn-y: 168.381 k-ft Along X-X 0.3197 in at 19.122ft above base for toad combination:+D+S PASS Maximum Shear Stress Ratio= 0.01130 :1 Load Combination +1.20D+1.60L+0.505 Location of maxabove base 0.0 ft At maximum location values are... Vu:Applied 1.515 k Vn*Phi:Allowable 134.051 k Load Combination Results Maximum Axial+Bending Stress Ratios K L Maximum Shear Ratios Cbx Cb Load Combination Stress Ratio Status Location Y KxLx/Rx Y Y fR y Stress Ratio Status Location +1.40D 0.278 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.004 PASS 0.00 ft +1.20D+1.60L 0.551 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.010 PASS 0.00 ft +1.20D+1.60L+0.50S 0.683 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.011 PASS 0.00 ft +1.20D+0.50L 0.308 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.006 PASS 0.00 ft +1.20D 0.238 PASS 32.75 ft 1.00 1,00 47.27 47.27 0.004 PASS 0.00 ft +1.20D+0.50L+1.60S 0.805 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.008 PASS 0.00 ft +1.20D+1.60S 0.728 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.008 PASS 0.00 ft +1.20D+0.50L+0.505 0.514 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.007 PASS 0.00 ft +1.20D+0.50L+0.20S 0.434 PASS 32.75 ft 1.00 1.00 47.27 47.27 0,006 PASS 0.00 ft +0.90D 0.179 PASS 32.75 ft 1.00 1.00 47.27 47.27 0.003 PASS 0.00 ft