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SJCHHWCF <br />Rectangular, Horizontal Closed Top <br />Material of Construction: <br />Shell Height, in <br />Shell Length, in <br />Shell Width, in <br />Volume of Tank, M3 <br />Volume of Tank, gallons <br />Working Volume, gal <br />S.G. of contents <br />Weight of Contents, lbs <br />Tank Wall Thickness, mm <br />Tank Wall Thickness, in <br />Wt of Tank, lbs <br />Total Weight of Tank and Contents, lbs <br />Zip Code <br />Height of CG, in <br />Overturning Moment Arm, in <br />Resisting Moment Arm, in <br />Soil Class <br />Fa <br />E, Steel <br />1, m4 <br />k, Ibf/in <br />T, sec <br />T<To, rigid structure design applies <br />Fp =0.4' aa'Sds'W/(Rp/Ip) <br />sa,ASCE7.05, 13.6.1 <br />Sds <br />W, <br />Rip, ASCE7-05, 13.6.1 <br />Ip, Importance Factor, ASCE7-05, 13.1.3 <br />Fp =0.4' aa'Sds"W/(Rp/ip), lbs <br />min. Fp=0.3'b46"b49'b47, lbs <br />Fp, min rules ASCE7-05, 13.3-3, lbs <br />Overturning Moment, inlbf <br />Resisting Moment, Inlbf <br />Resisting Moment > Overturning Moment <br />No Tension on Anchors <br />Force, lbs <br /># of anchors <br />minimum shear strength per anchor, lbs <br />safety factor <br />Steel <br />A <br />Hazardous Waste Oil Tank <br />58.000 <br />111.000 <br />4s.o0o <br />296148.000 <br />1282.026 <br />900.000 <br />0.920 <br />6905.520 <br />3.100 <br />0.122 <br />1954.243 <br />8859.763 <br />95206 <br />29.000 <br />29.000 <br />23.000 <br />1,154 <br />1.801 <br />0.108 <br />0.540 <br />29000000.000 <br />2637269.000 <br />9407618311.534 <br />0.004 <br />1.000 <br />0.665 <br />8659.763 <br />2.500 <br />1.500 <br />1414.018 <br />2651.284 <br />2651.2841 <br />2851 <br />Strandberg Associates 348 Concord Dr Menlo Park, CA 94025 <br />rwaterguyOrwaterauv.com (866) 388 0404 or (650) 329-8918 <br />RECEI 7 EL <br />SEP 0 3 2015 <br />ENVIRONMENTAL <br />HCA,-rU moot OTA fir -NIT <br />FA <br />