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• <br /> Steel Beam Project File:Bankston Calculations.ec6 <br /> Lich:KW-06015057,Build:20.23.08.30 SFA ENGINEERING LLC (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: 4'-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 <br /> E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> Vertical Leg Up D(0.5140)L(0.080)S(0.2850) <br /> D 0.5140 L 0.080 S 0.2850 <br /> L6x6x3/8 <br /> Sprin= 1 580 ft -I <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=0.5140, L=0.080, S=0.2850 k @ 1.580 ft <br /> DESIGN SUMMARY <br /> Design OK <br /> Maximum Bending Stress Ratio = 0.339: 1 Maximum Shear Stress Ratio= 0.071 : 1 <br /> Section used for this span L6x6x3/8 Section used for this span L6x6x3/8 <br /> Ma:Applied 2.260 k-ft Va:Applied 2.061 k <br /> Mn/Omega:Allowable 6.669 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 0.002 in Ratio= 16,457 >=600. Span:1 :S Only <br /> Max Upward Transient Deflection 0 in Ratio= 0 <600.0 n/a <br /> Max Downward Total Deflection 0.006 in Ratio= 5870 >=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 2.061 <br /> Max Upward from Load Combinations 2.061 <br /> Max Upward from Load Cases 1.326 <br /> D Only 1.326 <br /> +D+L 1.533 <br /> +D+S 2.061 <br /> +D+0.750L 1.481 <br /> +D+0.750L+0.7505 2.032 <br /> +0.60D 0.796 <br /> L Only 0.206 <br /> S Only 0.735 <br />