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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Beam Project File:Boeing Rail Girts.ec6 <br /> LIC#:KW-06018139,Build:20.23.05.25 KPFF CONSULTING ENGINEERS SEA (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: East of door opening (G8) <br /> CODE REFERENCES <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set: IBC 2018 <br /> Material Properties <br /> Analysis Method Load Resistance Factor Design Fy:Steel Yield: 50.0 ksi <br /> Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> W(0.5320) <br /> X <br /> efOr H SS20x4x5/16 <br /> Span=47.50 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=0.5320 kilt, Tributary Width= 1.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.543: 1 Maximum Shear Stress Ratio= 0.047 : 1 <br /> Section used for this span HSS20x4x5/16 Section used for this span HSS20x4x5/16 <br /> Mu:Applied 150.041 k-ft Vu:Applied 12.635 k <br /> Mn*Phi:Allowable 276.561 k-ft Vn*Phi:Allowable 270.877 k <br /> Load Combination W Only Load Combination W Only <br /> 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 in Ratio= 0 <360.0 n/a <br /> Max Upward Transient Deflection 0 in Ratio= 0 <360.0 n/a <br /> Max Downward Total Deflection 2.262 in Ratio= 252 >=240. Span: 1 :+0.60W <br /> Max Upward Total Deflection 0 in Ratio= 0 <240.0 n/a <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values <br /> Segment Length Span# M V max Mu+ max Mu- Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx <br /> Dsgn.L= 47.50 ft 1 0.000 307.29 276.56 1.00 1.00 -0.00 300.97 270.88 <br /> +0.50W <br /> Dsgn.L= 47.50 ft 1 0.271 0.023 75.02 75.02 307.29 276.56 1.00 1.00 6.32 300.97 270.88 <br /> W Only <br /> Dsgn.L= 47.50 ft 1 0.543 0.047 150.04 150.04 307.29 276.56 1.00 1.00 12.64 300.97 270.88 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +0.60W 1 2.2616 23.886 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions , 12.635 <br /> Max Upward from Load Combinations 7.581 <br /> Max Upward from Load Cases 12.635 12.635 � USE FOR <br /> +0.60W 7.581 7.581 REACTION ON G11 <br /> +0.450W 5.686 5.686 <br /> W Only 12.635 12.635 <br /> C008 <br />