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Steel Beam <br /> Lic.#:KW-06005923 Licensee';SFA ENGINEERING LLC <br /> Description: Steel Angle Calcs <br /> CODE REFERENCES <br /> Calculations per AISC 360-16, IBC 2018,CBC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-16 <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 /> Vertical Leg Up D(2.576)Lr0.8438)L(0.45) <br /> D 1.145 Lr 0.375 L 0.2 <br /> L6x6x3/8 <br /> Span=1.50 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Uniform Load: D=1.145, Lr=0.3750, L=0.20 k/ft, Tributary Width=1.0 ft <br /> Point Load: D=2.576, Lr=0.8438, L=0.450 k @ 1.50 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.677: 1 Maximum Shear Stress Ratio= 0.147 : 1 <br /> Section used for this span L6x6x3!8 Section used for this span L6x6x3/8 <br /> Ma:Applied 7.110 k-ft Va:Applied 5.933 k <br /> Mn/Omega:Allowable 10.509 k-ft Vn/Omega:Allowable 40.419 k <br /> Load Combination +D+0.750Lr+0.750L+H Load Combination +D+0.750Lr+0.750L+H <br /> Location of maximum on span 0.000ft 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 0.005 in Ratio= 7,857>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.019 in Ratio= 1866>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 5.933 <br /> Overall MINimum 0.750 <br /> +D+H 4.316 <br /> +D+L+H 5.066 <br /> +D+Lr+H 5.722 <br /> +D+S+H 4.316 <br /> +D+0.750Lr+0.750L+H 5.933 <br /> +D+0.750L+0.750S+H 4.878 <br /> +D+0.60W+H 4.316 <br /> +D+0.750Lr+0.450W+H 5.371 <br /> +D+0.750S+0.450W+H 4.316 <br /> +0.60D+0.60W+0.60H 2.590 <br /> +D+0.70E+0.60H 4.316 <br /> +D+0.750L+0.750S+0.5250E+H 4.878 <br /> +0.60D+0.70E+H 2.590 <br /> D Only 4.316 <br /> Lr Only 1.406 <br /> L Only 0.750 <br /> S Only <br /> W Only L) <br />