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SJCHHWCF <br />Haza,,jous Waste Oil Tank <br />Rectangular, Horizontal Closed Top <br />Material of Construction: <br />Steel <br />Shell Height, in <br />58.000 <br />Shell Length, in <br />111.000 <br />Shell Width, in <br />46.000 <br />Volume of Tank, in3 <br />296148.000 <br />Volume of Tank, gallons <br />1282.026 <br />Working Volume, gal <br />900.000 <br />S.G. of contents <br />0.920 <br />Weight of Contents, lbs <br />6905.520 <br />Tank Wall Thickness, mm <br />3.100 <br />Tank Wall Thickness, in <br />0.122 <br />Wt of Tank, lbs <br />1954.243 <br />Total Weight of Tank and Contents, lbs <br />8859.783 <br />Zip Code <br />95206 <br />Height of CG, In <br />29.000 <br />Overturning Moment Arm, in <br />29.000 <br />Resisting Moment Arm, in <br />23.000 <br />Soil Class <br />D <br />Fa <br />Fv <br />E, Steel <br />I, in4 <br />K, Ibf/in <br />T, sec <br />T<To, rigid structure design applies <br />Fp =0.4• aa`Sds'W/(Rp/Ip) <br />aa,ASCE7-05, 13.6.1 <br />ASCE7-05, 13.6.1 <br />Importance Factor, ASCE7-05, 13.1.3 <br />=0.4• aa'Sds'W/(Rp/Ip), Ibs <br />i, Fp=0.3'b46'b49'b47, lbs <br />min rules ASCE7-05, 13.3-3, lbs <br />-nurning Moment, inlbf <br />;isting Moment, inlbf <br />aisting Moment > Overturning Moment <br />Tension on Anchors <br />lbs <br />% of anchors <br />shear strength per anchor, lbs <br />1.154 <br />1.801 <br />0.998 <br />0.539 <br />0.665 <br />0.359 <br />0.108 <br />0.540 <br />29000000.000 <br />2637269.000 <br />9407618311.534 <br />1 <br />2651 <br />76887 <br />I safety factor 4.5261 <br />Strandberg Associates 348 Concord Dr Menlo Park, CA 94025 <br />rwatercuytiDuwaterguy.com (866) 388 0404 or (650) 329-8918 <br />7 <br />