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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Beam Project File:SE01510A Downtown Everett-Wall.ec6 <br /> LIC#:KW-06015244,Build:20.23.08.30 CG ENGINEERING (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Copy of Pipe <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 :Load Resistance Factor Design Fy:Steel Yield : 35.0 ksi <br /> Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> W(0.1038) <br /> Pipe2-1/2 Std Pipe2-1/2 Std pe2-1/2 Std <br /> 14 <br /> Span=2.50 ft Span =6.50 ft Span= 1.Oft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight NOT internally calculated and added <br /> Loads on all spans... <br /> Uniform Load on ALL spans : W=0.1038 k/ft <br /> Load(s)for Span Number 2 <br /> Moment: D=-0.1250 k-ft, Loc=2.167 ft in span <br /> Load(s)for Span Number 3 <br /> Moment: D=-0.1250 k-ft, Loc=0.330 ft in span <br /> DESIGN SUMMARY • <br /> Maximum Bending Stress Ratio = 0.121 : 1 Maximum Shear Stress Ratio= 0.029 : 1 <br /> Section used for this span Pipe2-1/2 Std Section used for this span Pipe2-1/2 Std <br /> Mu:Applied 0.436 k-ft Vu :Applied 0.4426 k <br /> Mn'Phi:Allowable 3.596 k-ft Vn Phi :Allowable 15.026 k <br /> Load Combination +1.20D+W Load Combination +1.20D+W <br /> Location of maximum on span 2.500 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.051 in Ratio= 1,531 > 33.3 Span:3:W Only <br /> Max Upward Transient Deflection -0.026 in Ratio= 927 > 33.3 Span:3:W Only <br /> Max Downward Total Deflection 0.034 in Ratio= 2316 > 33.3 Span:3:+D+0.60W <br /> Max Upward Total Deflection -0.023 in Ratio= 1043 > 33.3 Span:3:+D+0.60W <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 Support 4 <br /> Max Upward from all Load Conditions 0.680 0.388 <br /> Max Upward from Load Combinations 0.463 0.207 <br /> Max Upward from Load Cases 0.680 0.388 <br /> Max Downward from all Load Conditions(Resi: -0.030 -0.043 <br /> Max Downward from Load Combinations(Resi -0.030 -0.026 <br /> Max Downward from Load Cases(Resisting UI -0.030 -0.043 <br /> D Only -0.012 0.055 -0.043 <br /> +D+0.60W -0.030 0.463 0.189 <br /> +D+0.450W -0.026 0.361 0.131 16 <br /> +0.60D+0.60W -0.025 0.441 0.207 <br /> +0.60D -0.007 0.033 -0.026 <br /> W Only -0.030 0.680 0.388 <br />