Laserfiche WebLink
Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Steel Beam Project File:Crawford Residence.ec6 <br /> LIC#:KW-06015244,Build:20.24.06.04 CG ENGINEERING (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Beam 1 - channel <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 Allowable Strength Design Fy:Steel Yield : 36.0 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 /> D(0.2450)L(0.1250)S(0.2630) <br /> C10x30 <br /> Al <br /> 1 2 <br /> Span=22.0 ft <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Uniform Load : D =0.2450, L=0.1250, S=0.2630 k/ft, Tributary Width = 1.0 ft, (1/2 Total Loads) <br /> DESIGN SUMMARY • <br /> Maximum Bending Stress Ratio = 0.714: 1 Maximum Shear Stress Ratio= 0.072 : 1 <br /> Section used for this span C10x30 Section used for this span C10x30 <br /> Ma:Applied 34.243 k-ft Va:Applied 6.226 k <br /> Mn/Omega:Allowable 47.964 k-ft Vn/Omega:Allowable 87.047 k <br /> Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S <br /> Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.466 in Ratio= 566 > 360 Span: 1 :S Only <br /> Max Upward Transient Deflection 0 in Ratio= 0 <360 n/a <br /> Max Downward Total Deflection 1.003 in Ratio= 263 >=240. Span: 1 : +D+0.750L+0.750S <br /> Max Upward Total Deflection 0 in Ratio= 0 <240.0 n/a <br /> Vertical Reactions Support notation:Far left is#' Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Max Upward from all Load Conditions 6.226 6.226 <br /> Max Upward from Load Combinations 6.226 6.226 <br /> Max Upward from Load Cases 3.025 3.025 <br /> D Only 3.025 3.025 <br /> +D+L 4.400 4.400 <br /> +D+S 5.918 5.918 <br /> +D+0.750L 4.056 4.056 <br /> +D+0.750L+0.750S 6.226 6.226 <br /> +0.60D 1.815 1.815 <br /> L Only 1.375 1.375 <br /> S Only 2.893 2.893 <br /> 7 <br />