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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:B2 (Uplift) <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 = 13.833 ft <br />.Design OKDESIGN SUMMARY <br />Maximum Bending Stress Ratio =0.066 : 1 <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 2 <br />3.087 k <br />Mn / Omega : Allowable 110.279 k-ft Vn/Omega : Allowable <br />W16x26Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +D+Lr <br />70.509 k <br />Section used for this span W16x26 <br />Ma : Applied <br />Maximum Shear Stress Ratio =0.044 : 1 <br />4.000 ft <br />7.276 k-ft Va : Applied <br />8,700 >=360 <br />6270 <br />Ratio =5458 >=180 <br />Maximum Deflection <br />Max Downward Transient Deflection 0.010 in 9,830Ratio =>=360 <br />Max Upward Transient Deflection -0.011 in Ratio = <br />Max Downward Total Deflection 0.027 in Ratio =>=180 <br />Max Upward Total Deflection -0.018 in <br />Span: 3 : Lr Only <br />Span: 3 : W Only <br />Span: 3 : +D+Lr <br />Span: 3 : +D+Lr <br />. <br />Load Combination Support 1 Support 2 Support 3 Support 4 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 4.851 4.851 <br />Max Upward from Load Combinations 4.851 4.851 <br />Max Upward from Load Cases 3.043 3.043 <br />Max Downward from all Load Conditions (Resisting Uplift -2.693 -2.693 <br />Max Downward from Load Combinations (Resisting Uplift)-0.531 -0.531 <br />Max Downward from Load Cases (Resisting Uplift)-2.693 -2.693 <br />D Only 1.808 1.808 <br />+D+Lr 4.851 4.851 <br />+D+0.750Lr 4.090 4.090 <br />+D+0.60W 0.192 0.192 <br />+D+0.750Lr+0.450W 2.878 2.878 <br />+D+0.450W 0.596 0.596 <br />+0.60D+0.60W -0.531 -0.531 <br />+0.60D 1.085 1.085 <br />Lr Only 3.043 3.043 <br />W Only -2.693 -2.693 <br />24 of 42 <br />1801 E Dyer Rd <br />3/11/2025