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SJCHHWCF <br />SJCHHWC Center <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, in3 <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, Ibs <br />Zip Code <br />Height of CG, in <br />Overturning Moment Arm, in <br />Resisting Moment Arm, in <br />Soil Class <br />Fa <br />Fv <br />Sms <br />Sml <br />Sds <br />Shc <br />To <br />Ts <br />E, Steel <br />1, 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 />Sds <br />W, <br />Rp, 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 />9 of anchors <br />minimum shear strength per anchor, lbs <br />Hazardous Waste Oil Tank <br />Steel <br />197 <br />940761 <br />58.000 <br />111.000 <br />3.100 <br />0.122 <br />95206 <br />29.000 <br />29.000 <br />23.000 <br />1.154 <br />1.801 <br />0.998 <br />0.539 <br />0.6651 <br />0.359 <br />1 <br />1414 <br />2651 <br />2651 <br />203774.5551 <br />2651284 <br />2.000 <br />6000.000 <br />Strandberg Associates 348 Concord Dr Menlo Park, CA 94025 <br />rwaterguy(a Iwaterriuv.com (866) 388 0404 or (650) 329-8918 <br />SEP 0 3 2015 <br />EN�IRONME!V" <br />7 <br />