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Fovenumina 4.833 ft -� 3.222 ft V Base Shear Oil Stop 309 W- Kettleman Lane Lodi, CA 95240 3.58 it 4.833 ft Attachment D Waste Oil Tank (Normal Operation Wt tank run= Wt tank empty= Wt Liquid= Hank= Governing Wank= H;puld hoTM= Arm; Armt= Tank Length (long)= Tank Width (short)= Distance (A to B)= F,nnchor Pup Out= Information - Short! 8697 lbs lbs 1100 7597 lbs 4.8333 ft 3.583 ft 4.8333 ft 3.222 ft ft ft ft 1.050 1.050 8.333 3.583 ft ft lbs 2.932 2400 1 Calculate Overturning & Resisting Moments MOT = FOT(hOTM)= 3.222 xFOT MR = Wttank empty x Arm, + WtLigt,;o x Army= 7,597 x 1.050 + 1,100 x 1.050 = 9,128 ft -lbs 2. Set Mr,T = MR 3.222 FOT = 9,128 FOT = 9,128 / 3.222 = 3. Calculate Lateral Seismic Force V = 0.30 x Sos x W(tank full) x le V= 0.30 x 0.611 x 8,697 x 1.25 = Fx = Cvx x V and Cvx = Wx x hxK Wi x h K) Taoorox=Ct x hnx Ct = 0.02 X = 0.75 Taoorox=Ct x hnx = 0.02 x (4.833) 1.15 2,833 lbs Base Shear (ASCE 7-10, 15.4.2) Ibs Lateral Seismic Force (ASCE 7-10, 12.8.3) Fundamental Period (ASCE_ 7-10, 12.8.2.1) (ASCE 7-10, Table 12.8-2) (ASCE 7-10, Table 12.8-2) = 0.065 s < 0.5 s K= 1.00 Cvx = Wx x hxK / (I Wi x hK) = 8,697 x 3.222^1 /(1,100 x 3.222^1 + 7,597 x 3.222^1)= 1.00 Fx = Cvx x V = 1.00 x 1,993 = 1993 Fot > F. Tank is Stable 4. Calculate Safetv Factor SF = Fot / Fx = 2,833 / 1,993 = 1.42 < 2.5 N.G. Re -calculate Overturning & Resisting Moments with Tank Anchorage MOT = FOT(hOTM)= 3.222 xFOT M,t = Wttn„ k,mptyx Armt+ WtL,y,,;d x Armu + Fa„,h,,, x ArmA= 7,597 x 1.050 + 1.100x 1.050 + 2,400 x 2.932 = Set M„T = MR 3.222 FOT = 16,164 FOT = 16,164 / 3.222 = 55afety Factor with Anchorage SF = Fot / Fx = 5,017 / 1,993 = 5 Calculate Resistance to Sliding without Anchors V < W tan 30° = 8,697 x tan 30° = 5,017 Ibs 2.52 > 2.5 OK 5021 > Base Shear Tank does not Slide FSeismic/Anchoring Findings: The tank as designed and operated, and the containment area in which it located proved to be seismically sound. 16,164 ft-Ibs