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Manteca Kia Country <br /> 1515 N.Main StreetManteca, CA 95336 <br /> Waste Of(Tank Information <br /> (Normal Operation-Short) <br /> Wty fte 15565 lbs <br /> Wt Wk m*y 12000 lbs <br /> 1.96 It Wt,"= 3565 lbs <br /> HwI= 3.3700 ft <br /> 2.1130 ft 3.370 ft Governing Wy,k= 4.500 ft <br /> L im It Hpi„a 2.8300 it <br /> .820 It wy,,,, hoTm= 1.8200 ft <br /> Arms=Mlbs <br /> ft <br /> �-- Army= ft <br /> FP A Tank Length(long)= ft <br /> 4.50 ft Tank Width(short)= ft <br /> FmWrPdwe <br /> 1. Calculate Overturnina & Resisting Moments <br /> MOT= FOT(hoTM)= 1.820 xFOT <br /> Ma=WGaa emvvxArmi+WtLkuw x AML+F„,a,,,x Arme 12,000x1.960+3,566 x 1.960+0 x 4.500= 30,507 ft-lbs <br /> 2. Set M„r=Mo <br /> 1.820 FOT = 30,507 <br /> Fm= 30,507/1.820= 16,762 lbs <br /> 3. Calculate Seismic Design Force <br /> Fp=((0A(ap)(SDs)(Ip)(Wp))1(RWIp))x(1+2(z/h)) Seismic Design Force(ASCE 7-10, 13.3-1) <br /> ere: <br /> aP= 1.0 WP= 15565 <br /> SDs= 0.715 Rv= 1.50 <br /> Iv= 1.5 1+2(7Jh)= 1.0 Whenzisatorbelowthebasa <br /> result is 1.0 <br /> Fp(min)=0.30 x SDs x Wltank1o01 x Ip Minimum Seismic Design Force(ASCE 7-10 13.3-3) <br /> FP(min)= 0.30 x 0.715 x 15,565 x 1.50= 5008 lbs <br /> Fp(max)=1.6 x SDs x Wltank MO x Ip Maximum Seismic Design Force(ASCE 7-10 13.3-2) <br /> Fp(max)= 1.6 x 0.715 x 15,565 x 1.50= 26710 lbs <br /> Fp= ((0.4 x 1.0 x 0.715 x 15,565)/(1.5/1.5))x(1.0)= 6677 lbs <br /> Seismic Design Force= ®lbs <br /> 4. Calculate Safety Factor <br /> SF= Fa/FP= 16,762/6,677= 2.51 >2.S OK-Tank is Stable <br /> 5. Calculate Resistance to Sliding <br /> V<W tan 30°= 15,565 x tan 300= 8986 >Design Force of 667 <br /> Tank does not slide OQFtOFES$/0 <br /> Seismic/Anchoring Findings: The tank as designed and operated,and the containment area in T <br /> which it is located proved to be seismically sound. <br /> 5347 m <br /> EV.6 -�//9 x' <br /> tPA CMl �P <br /> 9OF CAUFO�C� <br />