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Project Title: <br /> Engineer: 33 <br /> Project ID: <br /> Project Descr: <br /> LiOt1GC@fE' gk'ai37 F�Ie=G:Usersld :n sk€o 4t 604, F.ec6 . <br /> 1 wo g10e p 3 2 <br /> Softwarecopyright ENERCALC,ING,1s63 20f6,euua 10.14.9:26 <br /> Description: Wall Around the Permeter of Tank Pad <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 /> Pc = 3.0 ksi Phi Values Flexure: 0.90 <br /> fr= f cV ' 7.50 = 410.792 psi Shear: 0.750 <br /> Y r, <br /> W Density = 145.0 pcf R 1 - 0.850 <br /> k LtWt Factor = 1.0 <br /> Elastic Modulus = 3,122.0 ksi ' " <br /> Fy-Stirrups 40.0 ksi <br /> E-Stirrups = 29,000.0 ksi F <br /> fy Main Rebar - 60.0 ksi Stirrup Bar Size# 3 <br /> r y <br /> E-Main Rebar = 29,000.0 ksi <br /> Dumber of Resisting Legs Per Stirrup= 2 - �_,...; ...._... <br /> f <br /> I <br /> i <br /> �. <br /> 3 <br /> I <br /> J <br /> Cross Section&Reinforcing Details <br /> Rectangular Section, Width=16.0 in, Height=6,0 in <br /> Span#1 Reinforcing.... <br /> 144 at 3.0 in from Bottom,from 0.0 to 2.50 ft in this span <br /> gpplied C pads , Service loads entered.Load Factors will be applied for calculations. <br /> Load for Span Number 1 <br /> Uniform Load: E=0,04557 ksf, Tributary Width=1,333 ft <br /> DESIGNiSUMMAR.Y D • <br /> Maximum Bending Stress Ratio = 0.074 : 1 Maximum Deflection <br /> Section used for this span Typical Section Max Downward Transient Deflection 0.000 in Ratio= 0<360.0 <br /> Mu:Applied -0.1898 k ft Max Upward Transient Deflection 0.000 in Ratio= 0<360.CI <br /> Mn"Phi:Allowable 2.568 k-ft Max Downward Total Deflection 0.000 in Ratio= 0<180.0 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180,C <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 Combination Support 1 Support 2 <br /> Overall MAXimum 0.152 <br /> Overall MINimum 0.080 <br /> +D+H <br /> +D+L+H <br /> +D+Lr+H <br /> +D+S+H <br /> +D+0.760Lr+0.760L+H <br /> +D+0.750L+0.750S+H <br /> +D+0.60W+H <br /> +D+0.70E+H 0.106 <br /> +D+0.750Lr+0,750L+0.450W+H <br /> +D-i 0.750 L+0.750S+0.450W+H <br />