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Tracy Chrysler Jeep <br /> Hydrostatic Calculation <br /> Waste Antireeze <br /> Tank Design Rectangular,Horizonte <br /> Material of Construction Steel <br /> Yield Strength,psi 36000.00 <br /> Design Tensile Strength,psi 33000.00 <br /> Depth of Anti-freeze 33.00 <br /> Area of wetted wall,ft2 11.81 <br /> S.G Contents 1.05 <br /> Average Pressure,Ib/ft2 90.09 <br /> Resultant Force,lbs 1064.19 <br /> Location of Resultant Force,from bottom,in 10.60 <br /> Moment,ftlbf of R 940.03 <br /> Resisting Moment at top of tank,B 940.03 <br /> Resisting Moment arm at B,ft 3.00 <br /> Resisting Force at B 313.34 <br /> Resisting Force at bottom of tank at A 750.84 <br /> Area of tank bottom under tension,int 6.30 <br /> Tensile stress at tank wall bottom corner,psi 119.18 <br /> Design Tensile Strength>Applied Tensile Strength <br /> Factor of Safety 276.89 <br /> Tank Design Okay for Hoop Stress <br /> Buckling <br /> b 37.00 <br /> d 30.00 <br /> 36.70 <br /> of <br /> di 29.70 <br /> Zx,in3 231.82 <br /> F,lbs 2391.00 <br /> Moment Arm 18.50 <br /> Mp,in lot 44233.50 <br /> stress applied by earthquake,psi 1188.00 <br /> design stress,psi 33000.00 <br /> design stress>applied stress,Tank will not buckle <br /> during quake <br /> Factor of Safety 2778 <br /> Tank Design,Okay for Buckling <br /> Figure 8. Hydrostatic Calculation shows tank has sufficient strength for present use. <br /> Review of the Steel Tank Institutes, SP001 tank inspection standard indicates the <br /> tank is a category 1 tank and requires only periodic external inspection. <br /> Integrity testing findings: ased on the above noted integrity test and the <br /> results obtained from that t, the tank has sufficient integrity for its intended <br /> use. Initials: <br /> Tank Drawing: See Above. <br /> ' Tracy Chrysler Jeep 8 Waste Anti-freeze Tank <br />