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oJCHH Waste Antifreeze TanK <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, 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 />Fv <br />Sms <br />Sml <br />Sds <br />Shc <br />To <br />E, Steel <br />I, in4 <br />k, Ibf/in <br />T, sec <br />T<To, rigid structure design applies <br />Fp =0.4* as*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* as*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 />Sliding <br />Force, lbs <br /># of anchors <br />minimum shear strength per anchor, lbs <br />safety factor <br />Steel <br />58.000 <br />60.000 <br />46.000 <br />160080.000 <br />692.987 <br />450.000 <br />1.020 <br />3828.060 <br />3.100 <br />0.122 <br />1224.908 <br />41140*11-1., <br />95206 <br />29.000 <br />29.000 <br />23.000 <br />D <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 />0.003 <br />1.000 <br />0.665 <br />5052.968 <br />2.500 <br />1.500 <br />806.454 <br />1512.101 <br />1512.101 <br />43850.923 <br />116218.274 <br />1512.101 <br />2.000 <br />6000.000 <br />7.936 <br />Strandberg Associates 348 Concord Dr Menlo Park, CA 94025 6 <br />rwaterguyarwateiguv.com (866) 388 0404 or (650) 329-8918 <br />