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I <br /> I <br /> Shutter Consulting Engineers,Inc. Project Title: Baywood Industrial <br /> 12503 Bel Red Road Engineer: CT <br /> Suite 100 Project ID: 20-33 j <br /> Bellevue,WA 98005 Project Descr: +�j l,4y61✓j p <br /> (425)450-4075*Fax(425)450-4076 <br /> I <br /> Punted:26 OCT 2020, 6:22PM <br /> Steel Beam <br /> File!BaywoodIndustriel.ec6 t <br /> Software cop ynght ENERCALC,INC.1983-2020,Build:12.20.8.17 t <br /> 1/i6 z tW0..1,R". .:.. : ._, - ..s s� t d-\ ..r 0 _'SHUTLE COI1S-LTING ENGINEERS <br /> I DESCRIPTION: wind flange girder(net uplift) <br /> CODE REFERENCES <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 <br /> I Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi <br /> Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi <br /> I <br /> Bending Axis: Major Axis Bending <br /> W(0.48) <br /> 0 o e o e <br /> rw':- Ns-r a r;x 4k14, <br /> .k fir s. cti c^,,, ..... rt ''c F ,#._ '.. 1) <br /> W33X141 AT�'t i <br /> II. Span=56.0 ft <br /> I <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight NOT internally calculated and added <br /> Uniform Load: W=0.0080 ksf, Tributary Width=60.0 ft,(net wind uplift(ASD)) <br /> • <br /> I DESIGN SUMMARY - -;MON 910.E _..., ) <br /> Maximum Bending Stress Ratio = 0.782: 1 Maximum Shear Stress Ratio= 0.033 1 <br /> Section used for this span W33x141 Section used for this span W33x141 <br /> Ma:Applied 188.160 k-ft Va:Applied 13.440 k <br /> I <br /> Mn Omega:Allowable 240.644 k-ft VnfOmega:Allowable 402.930 k <br /> Load Combination W Only Load Combination W Only <br /> Location of maximum on span 28.000ft Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> I Maximum Deflection <br /> Max Downward Transient Deflection 0.494 in Ratio= 1,360>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> I <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Deft Location in Span Load Combination Max."+"Deli Location in Span <br /> W Only 1 0.4939 28.160 0.0000 0.000 <br /> I <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support2 t <br /> Overall MAXimum 13.440 13.440 <br /> Overall MINimum 13.440 13.440 <br /> I W Only 13.440 13.440 <br /> a <br /> I[. <br /> i <br /> I <br /> 1 <br /> it <br /> I 1 <br /> I <br /> I ii- <br /> 6 <br />