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R-9 <br /> Shutler 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 Vo1' p"j <br /> Printed:26 OCT 2020, 6:08PM <br /> Steed Beam Fiie:iaywood lndustnal.ec6 „AFo't. re copyright ENERCALC,INC.1983-2020,Bu11d:12.20.8.17 <br /> Lie.#:KW-06000346 .,.�. - - �"' . ,.rs. f 9.-Hw7-LE., PAY 431,N r.e- <br /> EN Et2S. <br /> DESCRIPTION: Wide-Flange Joist(uplift) <br /> CODE REFERENCES <br /> Calculations per AISC 360-16, IBC 2018,CBC 2019,ASCE 7-16 <br /> 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 /> Bending Axis: Major Axis Bending <br /> W(0.14) <br /> b o O 4 O <br /> 4.-"r,t,....r i4%, .` .. ....`-1' 5i... ,,m ,,,....Tw'9 ,!ai.:•"• ,, ..,a_-'; 4-`:117-,..7.-. .w-- .., .. `.'. ;',.. , <br /> W18x50 5G� <br /> Span=42.0 ft <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=0.0140 ksf, Tributary Width=10.0 ft,(net wind uplift(ASD)) <br /> DESIGN SUMMARY Design OK 1 <br /> '., Maximum Bending Stress Ratio = 0,701: 1 Maximum Shear Stress Ratio= 0.023: 1 <br /> Section used for this span WI8x50 Section used for this span W18x50 <br /> Ma:Applied 30.870 k-ft Va:Applied 2.940 k <br /> Mn/Omega:Allowable 44.059 k-ft Vn/Omega:Allowable 127.80 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 /> Maximum Deflection <br /> Max Downward Transient Deflection 0.424 in Ratio= 1,187>=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.""Dell Location in Span Load Combination Max."+Dell Location in Span <br /> W Only 1 0.4244 21.120 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> 11. <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 2.940 2,940 <br /> Overall MENimum 2.940 2.940 <br /> W Only 2.940 2.940 <br /> i <br /> , <br /> it <br /> i. <br /> r. <br /> 1 <br /> 1 <br /> ' <br /> 4 <br />