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 Printed:27 OCT 2020,12:40PM $te0) Co I um tlSoftware F 113:Baywood Industrial e06 y Sof ware copynght EN ERCALC iI C 1983-2020 Build 12 20817 Lie:# T z96u nQ 6 z c. dr �arrff�P -vE'u25`IN �� ¢s S"`14�s'x7��v�3Y.1: .Lea.,.: Y.:lt "?-�t^ :x RS�t �+ar . lr:rr,fr, 9, U f7I G ENG rJE r�S ....:.,�;, K1� r.r... ..,:..`�.i.tt,?.M`'i'�..,.'„?zr..n�..,...rr.x�. ...u.-`.K'�i.�.+etks>k� °{ �:,r..�.. E s�4�d �✓�,rN.� �.�:s;`.a,�, n� �&v DESCRIPTION: Column 3(w/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: HSS12x12x5116 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 Lu for buckling ABOUT Y-Y Axis:14 ft,K=1.0 Y-Y(depth)axis: Lu for buckling ABOUT X-X Axis:14 fL K=1.0 if 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... ds4:Axial Load at 33.670 ft,Xecc=12.0 in,D=31.90,S=46.60 k ds5:Axial Load at 33.670 ft,Xecc=-12.0 in,D=26.50,S=37.50 k mezzanine:Axial Load at 14.0 ft,D=11.10,L=25.40 k DESIGN SUMMARY Bending &Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.5605 :1 Maximum Load Reactions.. Load Combination +1.200+0.50L+1.60S Top along X-X 0.4307 k Location of max.above base 33.444 ft Bottom along X-X 0.4307 k At maximum location values are... Top along Y-Y 0.0 k Pu 206.614 k Bottom along Y-Y 0.0 k 0.9*Pn 469.342 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 -20.899 k-ft 0.9*Mn-y: 168.381 k-ft Along X-X -0.2085 in at 19.660ft above base for load combination:+D+S PASS Maximum Shear Stress Ratio= D.004662 :1 Load Combination +1.20D+O.50L+1.60S Location of max.above base 0.0 ft At maximum location values are... Vu:Applied 0.6249 k Vn*Phi:Allowable 134.051 k Load Combination Results Maximum Axial+Bendino Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLy/Ry Stress Ratio Status Location +1.40D 0.217 PASS 13.78 ft 1.00 1.00 35.29 35.29 0.002 PASS 0.00 ft +1.20D+1.60L 0.268 PASS 13.78 ft 1.00 1.00 35.29 35.29 0.001 PASS 0.00 ft +1.20D+1.60L40.505 0.363 PASS 13.78 ft 1.00 1.00 35.29 35.29 0.002 PASS 0.00 ft +1.20D+0.50L 0.198 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.001 PASS 0.00 ft +1.20D 0.172 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.001 PASS 0.00 ft +1.20D+0,50L+1.60S 0.551 PASS 33.44 ft 1.00 1.00 49.59 49.59 0.005 PASS 0.00 ft +1.20D+1.60S 0.551 PASS 33.44 ft 1.00 1.00 49.59 49.59 0.005 PASS 0.00 ft +1.20D+0,50L+0.50S 0.306 PASS 13.78 ft 1.00 1.00 35.29 35.29 0.002 PASS 0.00 ft +1.20D+0.50L+O.20S 0.250 PASS 13.78 ft 1.00 1.00 35.29 35.29 0.002 PASS 0.00 ft -+0.90D 0.129 PASS 0.00 ft 0.00 1.00 35.29 35.29 0.001 PASS 0.00 ft Maximum Reactions Note:Only non-zero reactions are listed. 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 71.145 0.160 0.160 +D+L 96.545 0.160 0.160 +0+8 155.245 0.431 0.431 1f. tf tI