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Steel Beam Project File: calcs.ec6 <br />LIC# : KW 06015057, Build:20.22.6.12 SFA ENGINEERING LLC (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: Steel Beam at Chimney Line <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 />Span - 1.0 ft Span - 3.0 ft Span - 1.0 ft <br />- _ - ---- <br />lied Loads <br />Beam self weight NOT internally calculated and added <br />Loads on all spans... <br />Uniform Load on ALL spans: D = 1.470 k/ft <br />Service loads entered. Load Factors will be applied for calculations. <br />DESIGN SUMMARY <br />. • <br />Maximum Bending Stress Ratio = <br />0.068: 1 <br />Maximum Shear Stress Ratio = <br />0.061 : 1 <br />Section used for this span <br />HSS5x3x1/4 <br />Section used for this span <br />HSS5x3x1/4 <br />Ma: Applied <br />0.919 k-ft <br />Va : Applied <br />2.205 k <br />Mn / Omega: Allowable <br />13.423 k-ft <br />VNOmega : Allowable <br />36.005 k <br />Load Combination <br />D Only <br />Load Combination <br />D Only <br />Location of maximum on span <br />1.000 ft <br />Span # where maximum occurs <br />Span # 2 <br />Span # where maximum occurs <br />Span # 1 <br />Maximum Deflection <br />Max Downward Transient Deflection <br />0.000 in Ratio = <br />0 <600.0 <br />Max Upward Transient Deflection <br />0.000 in Ratio = <br />0 <600.0 <br />Max Downward Total Deflection <br />0.004 in Ratio = <br />8867 —600. Span: 3 : D Only <br />Max Upward Total Deflection <br />-0.002 in Ratio = 11701 <br />—600. Span: 3 : D Only <br />Vertical Reactions <br />Support notation : Far left is #' <br />Values in KIPS <br />Load Combination Support 1 <br />Support 2 Support 3 <br />Support 4 <br />Overall imum <br />3.675 3.675 <br />Overall MINimum <br />2.205 2.205 <br />D Only <br />3.675 3.675 <br />+0.60D <br />2.205 2.205 <br />