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

• Shutler 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 j. Printed:27 OCT 2020, 9:35AM l-ile:Baywood Industnat ec6 Steel Column Software copyright ENERCALC,INC.19832020,Bu]d:12.20817 �` .._.iEWIC_. il*a5$P.,TALSOIEi T igtf91 E DESCRIPTION: Column 1 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 33.670 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 Unbraced Length for buckling ABOUT Y-Y Axis=33.670 ft,K=1.0 Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=33.670 ft,K=1.0 • Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:1,645.12 lbs*Dead Load Factor AXIAL LOADS... w-2:Axial Load at 33.670 ft,Xecc=12,0 in,D=31.90,S=46.60 k rg-11:Axial Load at 33.670 ft,Xecc=-12.0 in,D=20.90,S=30.90 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.7551 :1 Maximum Load Reactions.. Load Combination +1.20D+1.605 Top along X-X 0.7930 k Location of max.above base 33.444 ft Bottom along X-X 0.7930 k At maximum location values are... Top along Y-Y 0.0 k Pu 189.334 k Bottom along Y-Y 0.0 k 0.9*Pn 341.678 k Mu-x 0.0 k-ft Maximum Load Deflections... 0.9*Mn x: 168.381 k-ft Along Y-Y 0.0 in at 0.0ft above base for load combination: Mu-y -38.063 k4t 0.9*Mn-y: 168.381 k-ft Along X-X -0.3839 in at 19.660ft above base for load combination:+D+S PASS Maximum Shear Stress Ratio= 0.008490 :1 Load Combination +1.20D+1.60S Location of max.above base 0.0 It At maximum location values are... Vu:Applied 1.138 k Vn*Phi:Allowable 134.051 k Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLy/Ry Stress Ratio Status Location +1.40D 0,304 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.003 PASS 0.00 ft +1.20D 0.191 PASS 0.00 ft 1.00 1.00 84.88 84.88 0.003 PASS 0.00 ft +1,20D+0,50S 0.415 PASS 33.44 ft 1.00 1.00 84,88 84.88 0.005 PASS 0.00 ft +1.20D+1.60S 0.755 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.008 PASS 0.00 ft +1.20D+0.205 0.322 PASS 33.44 ft 1.00 1.00 84.88 84.88 0.004 PASS 0.00 ft +0.90D 0.143 PASS 0.00 ft 1.00 1.00 84.88 84.88 0.002 PASS 0.00 ft Maximum Reactions Note:Only non-zero reactions are fisted. Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k•ft My-End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top D Only 54.445 0,327 0.327 +0+S 131.945 0.793 0.793 +0+0.750S 112.570 0.676 0.676 +0.60D 32.667 0,196 0.196 S Only 77.500 0.466 0.466 tl 9