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Design Parameters <br /> Calculation based on submerged weight of materials: <br /> Tank with spherical ends for the 25000gal tank. <br /> DTank := 10.5ft 1-Tank 46ft Tcap := 25000gal <br /> DML := 46ft DMW := 1.5ft DMH := 0.67ft <br /> Total Load Up <br /> Empty Tank Uplift <br /> Ib <br /> pliq := 62.4 3 <br /> ft <br /> Vol := Tcap = 3342.014 ft3 FTank := Vol•pliq = 208541.677lb <br /> Sump #1 Uplift <br /> NoSump := I DSump := 24in HSump := 4ft <br /> Volsump := NOSump,'DSump2'HSump = 50.265 ft3 <br /> FSump := Volsump'Pliq = 3136.5661b <br /> Sump #2 Uplift <br /> NoSump — 1 DSump := 21in HSump := 4ft <br /> Volsump2 := NOSump",'DSump2'HSump = 38.485•ft3 <br /> FSump2 := V01sump2'Pllq = 2401.433 Ib <br /> BRAD YOUNG &ASSOCIATES Copyright 2016 Brad Young&Associates <br /> STRUCTURAL ENGINEERING Print Date: 9/21/2018 <br /> 345 Pollesky Ave File Name: 18043-Tank Anchorage.xmcd <br /> Clovis,Callfomla 93612 <br /> (559)323-9600 (559)323-9633 Fax Engineer: WT <br />