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Hazardous Waste Tank System I August <br /> Written Assessment per CCR Title 22 <br /> Applied Aerospace Structures, Inc., Stockton, CA 95206 2014 <br /> Hydrostatic Calculation <br /> Tank, Acid Waste Neutralization Tank 1 RectangularECEIVE® <br /> Material of Construction PolyPropylene <br /> Yield Strength, psi 2900.00 <br /> Design Yield Stren th, psi 2416.67 MAR 16 2015 <br /> Weld Efficiency 0.70 <br /> Effective Yield Strength, psi 1691.67 ENVIRONMENTAL <br /> Depth of Liquid, in 43.20 <br /> I;�'aTIJ nr"D�7T1/�1tIT <br /> Area of wetted wall, ft2 36.00 <br /> S.G Contents 1.00 <br /> Average Pressure, lb./ft2 112.32 <br /> Resultant Force, Ibs. 4043.52 <br /> Location of Resultant Force,from bottom, in 14.40 <br /> Moment,ftlbf of R 4852.22 <br /> Resisting Moment at top of tank, B 4652.22 <br /> Resisting Moment arm at B, ft. 4.00 <br /> Resisting Force at B 1213.06 <br /> Resisting Force at bottom of tank at A 2830.46 <br /> Area of tank bottom under tension, in2 43.20 <br /> Tensile stress at tank wall bottom comer, psi 65.52 <br /> Effective Yield Strength >Applied Tensile Stress <br /> Factor of Safe 25.82 <br /> t <br /> Strandberg Associates 1(866) 388-0404 rwaterouya(-Matercuv.cam 10 <br />