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I <br /> i ^W1 <br /> IShutter 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:(425)450-4075*Fax(425)450-4076 F ARAO 11-"\r)`4 /1/" <br /> I ( Printed:27 DEC 2020 10 01AM <br /> Steel Beam File:Baywood IndustnaLec6 <br /> Software Wpyriyht ENERCALC,MC.1983-2020,Build:1220.8.17 <br /> I DESCRIPTION: Wide-Flange Joist(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 /> a e W�0.14) o e <br /> . ..W24x55 y[ Ic <br /> rrrTM9TT i <br /> ISpan=42.0R <br /> Applied Loads Service loads entered,Load Factors wilt be applied for calculations. <br /> I <br /> Beam self weight NOT internally calculated and added <br /> Uniform Load: W=0.0140 ksf, Tributary Width=10.0 ft,(net wind uplift(ASD)) <br /> I DESIGN SUMMARY I)eskgp3+DK <br /> Maximum Bending Stress Ratio = 0.816: 1 Maximum Shear Stress Ratio= 0.018 : 1 <br /> Section used for this span W24x55 Section used for this span W24x55 <br /> Ma:Applied 30.870 k-ft Va:Applied 2.940 k <br /> I <br /> Mn/Omega:Allowable 37.816k-ft Vn/Omega:Allowable 167.461 k <br /> Load Combination W Only Load Combination W Only <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 /> I Maximum Deflection <br /> Max Downward Transient Deflection 0,252 in Ratio= 2,003>=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 /> IOverall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+'Defl Location in Span <br /> W Only 1 0.2515 21.120 0.0000 0.000 <br /> I Vertical Reactions Support notation:Far leftis#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 2.940 2.940 <br /> Overall MINimum 2.940 2.940 <br /> I <br /> W Only 2.940 2.940 • <br /> • <br />