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Arco UST Holdown Calc Manteca, California <br /> i <br /> Design Parameters <br /> Calculation based on submerged weight of materials: <br /> Tank with spherical ends for the 22000gal Split tank. <br /> DTank 10.5ft LTank 41.25ft Tcap := 220oogal <br /> DMS := 36ft 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 = 2940.972•ft3 FTank Vol•Pliq = 183516.676lb <br /> Sump#1 Uplift <br /> NoSump := 2 DSump := 24in HSump := 4ft <br /> Volsump NOSumpT,'DSump2'HSump = 100.531 ft3 <br /> FSump Volsump'Pliq = 6273.132 lb <br /> Sump#2 Uplift <br /> NoSump := 2 DSump := 21in HSump := 4ft <br /> Volsump2 NOSump",'DSump2'HSump = 76.969•ft3 <br /> FSump2 Volsump2'Pliq = 4802.8671b <br /> BRAD YOUNG &ASSOCIATES Copyright 2016 Brad Young&Associates <br /> STRUCTURAL ENGINEERING Print Date: 9/21/2018 <br /> 345 Pollasky Ave File Name: 18043-Tank Anchorage.xmcd <br /> Clovis,Callfomla 93612 <br /> (559)323-9600 (559)323-9633 Fax Engineer: WT <br /> 1 <br />