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11 <br /> II <br /> Steel Beam File=P:11 7 6 0 011 76 5 91Calculations\StructurallPIW South 117659 South.ec6 . <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.1.31 . <br /> IILic.#:KW-06002611 SITTS&HILL ENGINEERING,INC. <br /> DESCRIPTION: Trench Lid Support Member <br /> CODE REFERENCES <br /> ICalculations per AISC 360-10, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> I Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi <br /> Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> t, <br /> I <br /> .- WSx24 <br /> Span=3.0 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> 1 Beam self weight calculated and added to loading <br /> Load(s)for Span Number 1 <br /> Point Load: L=20.80 k @ 1.50 ft,(Wheel Load) <br /> I DESIGN SUMMARY Desi•n OK <br /> Maximum Bending Stress Ratio = 0.271 : 1 Maximum Shear Stress Ratio= 0.269 : 1 <br /> Section used for this span W8x24 Section used for this span W8x24 <br /> I Ma :Applied 15.627 k-ft Va :Applied 10.436 k <br /> Mn/Omega :Allowable 57.635 k-ft Vn/Omega:Allowable 38.857 k <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span 1.500ft Location of maximum on span 0.000 ft <br /> I Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.008 in Ratio= 4,252>=360. <br /> Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 <br /> I Max Downward Total Deflection Max Upward Total Deflection 0.008 in Ratio= 4243 >=240. <br /> 0.000 in Ratio= 0 <240.0 <br /> 1 <br /> I <br /> I <br /> I <br />