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Project Title: <br /> Engineer: 29 <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam Flle=G1UsersldwonglDesktap143644.2F.ec6. <br /> So�rvare oQp right ENERGALC,INC.4883.2U18,Build,40.18,9,25. <br /> Description: Footing <br /> CODE REFERENCES <br /> Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> fc412 _ 3.0 ksi Phi Values Flexure: 0.90 <br /> fr= fc ` 7.50 = 410.792 psi Sheaf: 0.750 <br /> tY Density = 145,0 pcf R = 0.850 <br /> X LtWt Factor = 1.0 <br /> Elastic Modulus = 3,122.0 ksi Fy-Stirrups 40.0 ksi <br /> fy-Main Rebar = 60.0 ksi E-Stirrups = 29,000.0 ksi ` <br /> E Main Rebar = 29,000.0 ksi Stirrup Bar Size# 3 <br /> Number of Resisting Legs Per Stirrup= 2 <br /> - ---- —- --- ... _.. - ----- ------- <br /> I <br /> 1 � <br /> i <br /> f <br /> I <br /> Cross Section&Reinforcing Details <br /> Rectangular Section, Width=156.0 in, Height=12.0 in <br /> Span#1 Reinforcing.... <br /> 1345 at 3.0 in from Bottom,from 0.0 to 3,750 ft in this span 1345 at 3.0 in from Top,from 0,0 to 3.750 ft in this span <br /> .Applied>Loads Service loads entered.Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load; H=0.3060 ksf, Tributary Width=13.0 ft <br /> DESIGN SUMMARY • • <br /> Maximum Bending Stress Ratlo = 0.229 : 1 Maximum Deflection <br /> Section used for this span Typical Section Max Downward Transient Deflection 0.002 in Ratio= 37144>=360. <br /> Mu:Applied -44.753 k-ft Max Upward Transient Deflection 0.000 in Ratio= 0<360,Cl <br /> Mn Phi:Allowable 195.574 k-ft Max Downward Total Deflection 0.000 in Ratio= 0<180.C' <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180,C1 <br /> Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 <br /> Vertical Reactions Support notation:Far left is#1 <br /> Load Corn4ination Support 1 Support 2 <br /> Overall MAXimum 14.917 <br /> Overall MINimum 8.950 <br /> +D+H 14.917 <br /> +D+L+H 14.917 <br /> +D+Lr+H 14.917 <br /> +D+S+H 14.917 <br /> +D+0.750Lr+0.750L+H 14,917 <br /> +D+0.750L+0.750S+H 14,917 <br /> +DA.60W+H 14,917 <br /> +DA.70E+H 14.917 <br /> +D+0.750Lr+0.750L+0.450W+H 14.917 <br /> +D+0.750L+0.750S+0.450W+H 14.917 <br />