200 W MARINE VIEW DR BAYWOOD 2025-09-16

6q4) I Shutter Consulting Engineers,Inc. Project Title: Baywood Industrial I 12503 Bel-Red Road Engineer. CT Suite 100 Project ID: 20-33 Bellevue,WA 98005 Project Descr (425)450-4075*Fax(425)450-4076 •) \9^\(a 1 Printed.27 DEC 2020,10:07AM I Steel Column File:Baywoodindustriatec6 SoTh d e copyright ENERCALG,INC.1983-2020,Butd:12,20.8.17 i a -06000,,_.p'e `: Y ;,: t ., = 7 ,- ':SHUTLER;CONSULTING ENGINEERS! DESCRIPTION: Wide-Flange Joist(wi axial crosstie) Code References I Calculations per AISC 360-16, IBC 2018,CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-10 General information Steel Section Name: W24x55 Overall Column Height 42.0 ft Analysis Method: Load Resistance Factor Top&Bottom Fixity Top&Bottom Pinned Steel Stress Grade A-529, Carbon Steel, Fy=50 ksi Brace condition for deflection(buckling)along columns: I Fy:Steel Yield 50.0 ksi X-X(width)axis E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for budding ABOUT Y-Y Axis=10 ft,K=1.0 1 Y-Y(depth)axis: Unbraced Length for bucking ABOUT X-XAxis=42.0 ft,K=1.0 1' Applied Loads Service loads entered.Load Factors will be applied for calculations. AXIAL LOADS... i crosstie:Axial Load at 42.0 ft,E=72.40 k ; I BENDING LOADS... i roof:Lat.Uniform Load creating Mx-x,D=0.2250,S=0.250 kilt DESIGN SUMMARY Bending&Shear Check Results 1 I PASS Max,Axial+Bending Stress Ratio = 0.3831 :1 Maximum Load Reactions.. Load Combination +1.20D+1.60S Top along X-X 0.0 k Location of max.above base 20,859 ft Bottom along X-X 0.0 k At maximum location values are... Top along Y-Y 9.975 k { Pu 0.0 k Bottom along Y-Y 9.975 k I ' 0.9*Pn 385.513 k Mu-x 147.728 k-ft Maximum Load Deflections... 0.9*Mn-x: 385.660 k-ft Along Y-Y 0.8586 in at 21.141 ft above base Mu-y 0.0 k-ft for load combination:+D+S 0.9*Mn-y: 49.80 k-ft Along X-X 0.0 in at 0.0 ft above base for load combination: PASS Maximum Shear Stress Ratio= 0.05590 :1 _ Load Combination +1.20D+1.60S I Location of max.above base 0.0 ft At maximum location values are... Vu:Applied 14.070 k Vn*Phi:Allowable 251.694 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 0.180 PASS 20.86 ft 1.00 1.00 89.55 55.32 0.026 PASS 0.00 ft I ' +1.20D 0.154 PASS 20.86 ft 1.00 1.00 89.55 55.32 0.023 PASS 0.00 ft +1.20D+0.505 0.226 PASS 20.86 ft 1.00 1.00 89.55 55.32 0.033 PASS 0.00 ft +1,20D+1.60S 0.383 PASS 20.86 ft 1.00 1.00 89.55 55.32 0.056 PASS 0.00 ft +1.367D+0.20S+E 0.298 PASS 20.86 ft 1.00 1.00 89.55 55.32 0.030 PASS 0.00 ft I +0.90D 0.116 PASS 20.86 ft 1.00 1,00 89.55 55.32 0.017 PASS 0.00 ft +0.7328D+E 0.188 PASS 21.14 ft 1.00 1.00 89.55 55.32 0.014 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 0 Only 4.725 4.725 1 I +D+S 9.975 9.975 +0+0.750S 8.663 8.662 I �- +0+0.70E 50.680 4.725 4.725 +0+0.7505+0.5250E 38.010 8.663 8.662 +0.60D 2.835 2.835 +0.600+0.70E 50.680 2.835 2.835 t I1