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Steel Beam Project File:Bankston Calculations.ec6 <br /> LIC#:KW-06015057,Build:20.23.08.30 SFA ENGINEERING LLC (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: 3'-0" steel angle <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 Allowable Strength Design Fy:Steel Yield: 36.0 ksi <br /> Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> Vertical Leg Up D(1.028)L(0.160)S(0.570) <br /> D 0.5140 L 0.080 S 0.2850 <br /> Cna <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 : D=0.5140, L=0.080, S=0.2850 k/ft, Tributary Width= 1.0 ft <br /> Point Load: D= 1.028, L=0.160, S=0.570 k @ 1.080 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.328: 1 Maximum Shear Stress Ratio= 0.085 1 <br /> Section used for this span L6x6x3/8 Section used for this span L6x6x3/8 <br /> Ma:Applied 2.192k-ft Va:Applied 2.461 k <br /> Mn/Omega:Allowable 6.675 k-ft Vn/Omega:Allowable 29.102 k <br /> Load Combination +D+S Load Combination +D+S <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 0.001 in Ratio= 23,324 >=600. Span: 1 :S Only <br /> Max Upward Transient Deflection 0 in Ratio= 0 <600.0 n/a <br /> Max Downward Total Deflection 0.003 in Ratio= 8320 >=600. Span:1 :+D+S <br /> Max Upward Total Deflection 0 in Ratio= 0 <600.0 n/a <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 2.461 <br /> Max Upward from Load Combinations 2.461 <br /> Max Upward from Load Cases 1.583 <br /> D Only 1.583 <br /> +D+L 1.830 <br /> +D+S 2.461 <br /> +D+0.750L 1.768 <br /> +D+0.750L+0.7505 2.426 <br /> +0.60D 0.950 <br /> L Only 0.246 <br /> S Only 0.878 <br />