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10 I <br /> File=P:1176001176591Calculations\Slructural\PIW South117659 South.ec6 . 1 <br /> Steel Beam Software copy'.ht ENERCALC,INC.1983-2020,Build:12.20.1.31 . <br /> Lic.#:KW-06002611 SITTS&HILL ENGINEERING,INC. <br /> DESCRIPTION: Exterior 3'x2'Trench Cover Edge Member in FlexureI <br /> CODE REFERENCES <br /> Calculations per AISC 360-10, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi <br /> Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> L(1 O.4) <br /> I <br /> C6x13 ,, ,. <br /> Span=3.0ft H <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Load(s)for Span Number 1 <br /> Point Load: L=10.40 k @ 1.50 ft,(Wheel Load) <br /> DESIGN SUMMARY Desi•n OK ' <br /> Maximum Bending Stress Ratio = 0.597: 1 Maximum Shear Stress Ratio= 0.154 : 1 <br /> Section used for this span C6x13 Section used for this span C6x13 <br /> Ma:Applied 7.815 k-ft Va:Applied 5.220 k <br /> Mn/Omega:Allowable 13.096 k-ft Vn/Omega:Allowable 33.913 k <br /> Load Combination +D+L Load Combination +D+L <br /> Location of maximum on span 1.500ft Location of maximum on span 3.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 I <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.020 in Ratio= 1,779>=360. <br /> Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 <br /> Max Downward Total Deflection 0.020 in Ratio= 1775 >=240. I <br /> Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 <br /> I <br /> I <br /> I <br /> 1 <br /> I <br /> I <br />