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9 <br />SJCHH Waste Antifreeze Tank <br />SJCHHWC Center <br />Rectangular, Horizontal Closed Top <br />Material of Construction: Steel <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 D <br />Fe <br />Fv <br />Sda <br />Shc <br />To <br />Ts <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/lp) <br />aa,ASCE7-05, 13.6.1 <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), Its <br />min, Fp=0.3'b46'b49'b47, lbs <br />Fp, min rubs ASCE7-05, 13.3.3, Its <br />Overturning Moment, inlbf <br />Resisting Moment, inibf 1 <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 />3828.060 <br />3.100 <br />0.122 <br />1224.908 <br />29.000 <br />29.000 <br />23.000 <br />1.154 <br />1.801 <br />0.998 <br />0.539 <br />0.665 <br />0.359 <br />0.108 <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 />1512.101 <br />2.000 <br />6000.000 <br />7.936 <br />Strandberg Associates 348 Concord Dr Menlo Park, CA 94025 <br />rwaterguv2/trwaterguv.com (866) 388 0404 or (650) 329-8918 <br />L EGEIVE!, <br />SEP 04 2015 <br />ENVIRONMENTA <br />14=A,rW r\FDAQTAACk17 <br />11 <br />