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Shutter Consulting Engineers,Inc. Project Title: Baywood Industrial <br /> 12503 Bel-Red Road Engineer: CT <br /> Suite 100 Project ID: 20-33 <br /> Bellevue,WA 98005 Project Descr: ` v 1�`Y t(425)450-4075*Fax(425)450-4076 ` . <br /> Printed.27 DEC 2020,10:06AM I <br /> Steel Beam. hie:Baywood lndusirial.ec8 <br /> 41c#,$W-o6000345 N, a,64 aing -• TLER CONSULTINGIEI Ca NEE Si <br /> Softwxe htL�NLRC 817 <br /> DESCRIPTION: Wide-Flange Joist I <br /> CODE REFERENCES <br /> Calculations per AISC 360-16, IBC 2018, CRC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Load Resistance Factor Design Fy:Steel Yield: 50.0 ksi j <br /> Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending I <br /> + * 0(0.15)5(0.25) a a <br /> iliWIN <br /> N24x55 <br /> Span=42A ft <br /> i <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading I <br /> Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=10.0 ft,(root) <br /> DESIGN SUMMARY Design OK I <br /> Maximum Bending Stress Ratio = 0.283: 1 Maximum Shear Stress Ratio= 0.054: 1 <br /> Section used for this span W24x55 Section used for this span W24x55 <br /> Mu:Applied 142.443 k-ft Vu:Applied 13.566 k <br /> Mn*Phi:Allowable 502.500 k-ft Vn*Phi:Allowable 251.694 k <br /> Load Combination +1.20D+1.60S Load Combination +1.200+1,60S <br /> Location of maximum on span 21.000ft Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.449 in Ratio= 1,122>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 II <br /> Max Downward Total Deflection 0.817 in Ratio= 617>=240. <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Overall Maximum Deflections , <br /> Load Combination Span Max."2 Dell Location in Span Load Combination Max.'+"Deft Location in Span <br /> +0+S 1 0.8174 29.120 0.0000 0.000 <br /> • Vertical Reactions Support notation:Far lett is#1 Values in KIPS I <br /> Load Combination Support 1 Support 2 j <br /> Overall MAXimum 9.555 9.555 <br /> Overall MINimum 2.583 2.583 <br /> D Only 4.305 4.305 I <br /> +D+S 9.555 9.555 <br /> +D+0.750S 8,243 8.243 <br /> +0.60D 2.583 2.583 <br /> S Only 5.250 5.250 ' <br /> I <br /> I <br /> , 1 <br /> i <br /> I <br />