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Steel Beam <br />LIC# : KW-06013145, Build:20.22.12.28 SOLID ROCK STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2022 <br />DESCRIPTION:(E)W24x76 (southern beam), <br />Project File: Gravity.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />CODE REFERENCES <br />Calculations per AISC 360-16, IBC 2018, CBC 2019, 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 NOT internally calculated and added <br />Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 28.0 ft, (Roof) <br />Uniform Load : D = 0.07050 ksf, Extent = 18.0 -->> 30.0 ft, Tributary Width = 11.50 ft, (Mech equipment platform) <br />Point Load : D = 0.6830 k @ 3.0 ft, (RTU-3) <br />.Design OKDESIGN SUMMARY <br />Maximum Bending Stress Ratio =0.567 : 1 <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 1 <br />27.746 k <br />Mn / Omega : Allowable 499.002 k-ft Vn/Omega : Allowable <br />W24x76Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +D+Lr <br />210.320 k <br />Section used for this span W24x76 <br />Ma : Applied <br />Maximum Shear Stress Ratio =0.132 : 1 <br />38.670 ft <br />282.707 k-ft Va : Applied <br />0 <360 <br />377 <br />Ratio =0 <180 <br />Maximum Deflection <br />Max Downward Transient Deflection 0.465 in 998Ratio =>=360 <br />Max Upward Transient Deflection 0.000 in Ratio = <br />Max Downward Total Deflection 1.230 in Ratio =>=180 <br />Max Upward Total Deflection 0.000 in <br />Span: 1 : Lr Only <br />Span: 1 : +D+Lr <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios <br />M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length <br />D Only <br />Dsgn. L = 38.67 ft 1 0.358 0.080 178.72 178.72 833.33 499.00 1.00 1.00 16.92 315.48 210.32 <br />+D+Lr <br />Dsgn. L = 38.67 ft 1 0.567 0.132 282.71 282.71 833.33 499.00 1.00 1.00 27.75 315.48 210.32 <br />+D+0.750Lr <br />Dsgn. L = 38.67 ft 1 0.514 0.119 256.67 256.67 833.33 499.00 1.00 1.00 25.04 315.48 210.32 <br />+0.60D <br />Dsgn. L = 38.67 ft 1 0.215 0.048 107.23 107.23 833.33 499.00 1.00 1.00 10.15 315.48 210.32 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 1.2301 19.666 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 25.976 27.746 <br />Max Upward from Load Combinations 25.976 27.746 <br />3925 S Bristol <br />St-HVAC12/23/2024