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Brann n Tire, Claremont Ave. Waste Oil Tank Assess gent (2010) <br /> Brannon Tire Clare montStore <br /> Rectangular Closed Top, Horizontal <br /> Material of Construction: Steel <br /> Shell Height,in 36.000 <br /> Shell Length 39.500 <br /> Shell Depth 29.500 <br /> Volume of Tank,in3 41949 000 <br /> Volume of Tank,gallons 180.000 <br /> Working Volume,gal 163.000 <br /> S.G.of contents 0.920 <br /> Weight of Contents,lbs 1661.000 <br /> Tank Wall Thickness,mm 2.700 <br /> Tank Wall Thickness,in 0.106 <br /> Wt of Tank, lbs 407.000 <br /> Total Weight of Tank and Contents,lbs 2066.000 <br /> Zip Code 95205 <br /> Height of CG,in 16.000 <br /> Overturning M oment Arm,in 15.000 <br /> Resisting M oment Arm,in 18.000 <br /> Ss 0.844 <br /> SI 0.293 <br /> Soil Class D <br /> Fa 1162 <br /> Fv 0.355 <br /> S m s 0.981 <br /> SMI 0.104 <br /> Sds 0.653 <br /> Shc 0.069 <br /> To 0.021 <br /> Ts 0.106 <br /> E,Steel,psi 29000000.000 <br /> I,in4 68005.000 <br /> k,Ibf/in 1444442138.672 <br /> T,sec 0.005 <br /> a 1.000 <br /> Sds 0.653 <br /> Importance Factor 1.000 <br /> Fp 550.382 <br /> Fp min 404.832 <br /> Fp max 2159.102 <br /> Fp rules 550.382 <br /> Overturning M oment,inlbf 8255.736 <br /> Resisting M o ment,inlbf 37188.000 <br /> Resisting M oment>Overturning M oment <br /> No Tension on Anchors <br /> Qe 550.382 <br /> pOe Ibs 550.382 <br /> 2SdsD 269.888 <br /> E 820.270 <br /> U=1.2 D+1.0 E+.5 L+0.2 S <br /> #of bolts 1.000 <br /> Vu Ibs/bolt 550.382 <br /> Tu-Ibs/bolt -7.757 <br /> No tension <br /> U=0.9D-(1.3Wor 1.0)E <br /> u lbs/bolt 550.382 <br /> Tu-Ibs/bo It -565.430 <br /> o tension <br /> hear Strength of A ncho r.Lbs 4760.000 <br /> #of Anchors 1.000 <br /> Facto r o f Safety fo r Shear 8.649 <br /> Figure 14 <br /> Seismic Calculation, anchored with one - 1/2" dia wedge anchors each side. <br /> Tank requires anchoring <br /> As of 6/1/2010, the tank is anchored. <br /> Strandberg Associat s 1(866) 388-0404 (650) 329-8918 rwaterguyg)rwaterquy.com 16 <br />