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Discription of Method ------- <br /> Design Inputs <br /> Soil Wedge Inputs <br /> Soil Wedge on Tank Ends Soil Wedge on Tank Sides Installation Type <br /> �wedge_end= 15•deg wedge=0•deg InstallType_"Multi Tank" <br /> BasedAwIscalefloat out tests in pedPW by lits Corning(AVWontahAWSo1u1ioX, the <br /> maximum wedge angle is 23 degrees A conservative value of IS degrees will be used, but any value <br /> between 0 and 23 degrees maybe selected. Wedge angles of zero will be used./or multi tank <br /> installations with tanks side by side or end to end <br /> Job Name <br /> _ "San Joaquin RTD" <br /> Jobname <br /> Tank Information <br /> Tanksize= "8ft IOM Double Wall Tank" <br /> Location <br /> Tan location <br /> Tank Weight ID Tank Tank Length <br /> tr ae:5950.1bf 1DTank a 92in Ljot =(30fi + 6in) Ltot=366•in <br /> OD Tank Tank Radius <br /> ODTank=92.88-in RT=46.4.in <br /> Tank thickness effective End Cap Thickness EC Shape 0= hemi, <br /> 1 = dish, <br /> tshell =0.44-in tEC:= 0.55•in i 3 <br /> 2 = Ellipse <br /> 3 = Semi Hemi <br /> thickness values are only used to calculate tank outside dimensions <br /> Tank Type Fluid Ballast Weight <br /> -00001bf enter a tank ballast weight if desired <br /> Type="DWT" Wtfld ballast <br /> San Joaquin RTD- 18993-Buoyancy v1 Proprietary information Do not copy ordistribute w/o written permisslonfrom CS1 page 3 of 11 <br /> 871 06-03-14.xmcd <br />