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Lodi Honda <br /> 1700 S. Cherokee Lane, Lodi, CA 95240 <br /> See Attachment "C" Tank Information <br /> (Normal Operation-Short) <br /> Wt tank full- 2731 lbs <br /> \ Wt tank empty 654 Ibs <br /> 1.37 ft Wt Liquid- 2077 Ibs <br /> FOT Wit«°k HUmk= 3.4400 ft <br /> 3.210 ft 3.410 ft Governing Wta„k= 2.750 ft <br /> 1.37 ft Hliquid 3.2100 ft <br /> 1.730 ft wy q hOTM= 1.7300 ft <br /> Armi 1.370 ft <br /> ArmL 1.370 ft <br /> Fp Tank Length (long)= 4.580 ft <br /> 2.75 ft Tank Width (short)= 2.750 ft <br /> FAnchor Pull Out= 0 lbs <br /> 1. Calculate Overturning & Resisting Moments 3/8"Trubolt Wedge Anchor(2-5/8"min embedment) <br /> MOT = FOT(hOTM)= 1.730 xFOT <br /> OR-Wttankempty XArm,+WtLiquid X Arm + Fenchor x Ami 654 x 1.370+2,077 x 1.370+0 x 2.750= 3,741 ft-lbs <br /> 2. Set Mr,T _ MR <br /> 1.730 FOT = 3,741 <br /> FOT= 3,741 1 1.730 = 2,162 Ibs <br /> 3. Calculate Seismic Design Force <br /> FP= ((0.4(aP)(SoS)(Ip)(Wp))i(Rpllp)) x (1+2(zlh)) Seismic Design Force (ASCE 7-16, 13.3-1) <br /> where: <br /> ap = 1.0 Wp= 2731 <br /> SIDS= 0.535 Rp = 1.50 <br /> 1p= i.3 '1+2(zih) = 1.0 when z is at or below the <br /> base result is 1.0 <br /> Fp (min) = 0.30 X Si X W(tank fully X Ip Minimum Seismic Design Force (ASCE 7-16 13.3-3) <br /> Fp (min)= 0.30 x 0.535 x 2,731 x 1.50 = 657 Ibs <br /> Fp (max) = 1.6 X Si X W(tank fun)X Ip Maximum Seismic Design Force (ASCE 7-16 13.3-2) <br /> Fp (max)= 1.6 x 0.535 x 2,731 x 1.50 = 3507 Ibs <br /> FP = ((0.4 x 1.0 x 0.535 x 1.5 x 2,731) 1 (1.51 1.5)) x (1.0) = 877 Ibs <br /> Governing Seismic Design Force (Fp) 7lbs <br /> 4. Calculate Safety Factor <br /> SF = Fot / FP= 2,1621877 = 2.47 X1.5 OK - Tank is Stable <br /> 5. Calculate Resistance to Slidinci <br /> V < W tan 30° = 2,731 x tan 30° = 1577 > Design Force of 877 <br /> Tank does not slide <br /> T-SS/0 , <br /> N <br /> Seismic/Anchoring Findings: The tank as designed and operated, and 7i <br /> the containment area in which it is located proved to be seismically sound. * EXp,6130123 <br /> J'jgTfOF CA1.�F���\� <br />