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Steel Beam <br />LIC# : KW-06000020, Build:20.23.2.14 A.V. SCHWAN & ASSOCIATES, INC.(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:B1 (Downforce) <br />Project File: 7202 Canopy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />CODE REFERENCES <br />Calculations per AISC 360-16, IBC 2021, ASCE 7-16 <br />Load Combination Set : IBC 2021 <br />Material Properties <br />Analysis Method : <br />ksi <br />Bending Axis :Major Axis Bending <br />Beam is Fully Braced against lateral-torsional buckling <br />Allowable Strength Design Fy : Steel Yield :50.0 ksi <br />Beam Bracing :E: Modulus :29,000.0 <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Beam self weight calculated and added to loading <br />Loads on all spans... <br />Uniform Load on ALL spans : D = 0.010, Lr = 0.020, W = 0.01770 ksf, Tributary Width = 4.0 ft <br />.Design OKDESIGN SUMMARY <br />Maximum Bending Stress Ratio =0.140 : 1 <br />Load Combination +D+0.750Lr+0.450W <br />Span # where maximum occurs Span # 1 <br />1.905 k <br />Mn / Omega : Allowable 82.834 k-ft Vn/Omega : Allowable <br />W14x22Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +D+0.750Lr+0.450W <br />63.020 k <br />Section used for this span W14x22 <br />Ma : Applied <br />Maximum Shear Stress Ratio =0.030 : 1 <br />24.667 ft <br />11.616 k-ft Va : Applied <br />1,627 >=360 <br />1336 <br />Ratio =846 >=180 <br />Maximum Deflection <br />Max Downward Transient Deflection 0.115 in 2,569Ratio =>=360 <br />Max Upward Transient Deflection -0.022 in Ratio = <br />Max Downward Total Deflection 0.222 in Ratio =>=180 <br />Max Upward Total Deflection -0.043 in <br />Span: 2 : Lr Only <br />Span: 2 : Lr Only <br />Span: 2 : +D+0.750Lr+0.450W <br />Span: 2 : +D+0.750Lr+0.450W <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 1.891 2.135 <br />Max Upward from Load Combinations 1.891 2.135 <br />Max Upward from Load Cases 0.983 1.110 <br />D Only 0.762 0.861 <br />+D+Lr 1.745 1.971 <br />+D+0.750Lr 1.499 1.693 <br />+D+0.60W 1.284 1.450 <br />+D+0.750Lr+0.450W 1.891 2.135 <br />+D+0.450W 1.153 1.303 <br />+0.60D+0.60W 0.979 1.106 <br />+0.60D 0.457 0.516 <br />Lr Only 0.983 1.110 <br />W Only 0.870 0.983 <br />21 of 42 <br />1801 E Dyer Rd <br />3/11/2025