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i <br /> IBOUYANCY CALCULATIONS: <br /> ( pisumptlotls: 1. Warer table Is et top ot detenNonM�et veult <br /> 2. Neglecl sdl fr{ctlon elfect-soil hicton will provide factw of safety <br /> 3. Based on Utlfily Vault dlmenslons <br /> IVAULT TWO:(Wet h DeMM1on1 <br /> Dimsn�lons: Vwit W�lyht: <br /> p��(}�)= 10 <br /> ! Lenyth(ft)= 192 Two Side Wells Qbs)= 385920 <br /> ��(ft)= pQ Two End Wal1e(Ibs)= 40200 <br /> I Ihidmess of walls(tt)= 0.87 <br /> weight of concrete(IWft�3)= 150 <br /> � Dimsndons: • V�uR WNgM: 478080 <br /> Length(tt)= 192 Top Slnh Ilbs)_ <br /> ' Widlh(ft)= 20 <br /> lhidmess of top sleb(fl)= 0.83 <br /> weiqht of concrete Qb/ft�)_ �� <br /> I <br /> � Dtmensions: VauR Weight: <br /> Length (tt)= 192 Botlom Sleb(Il.y)= 578000 <br /> v�ndm tn)= 20 <br /> I thiqcnesa of bottom sleb(tt)_ � <br /> welght of concrete(Ib/tt^3)= 150 <br /> I TOTAL VAULT WEN3HT LBS : 1,48�. <br /> l <br /> I If3HT OF COVER ON VAULT: <br /> pep�(g)= 1 TOTAL:301L WEKiHT(LBS): � <br /> ���(tt)= 192 <br /> v�ndm(n)= zo <br /> Iweight of soil(IblN�3)= 104 <br /> �RAND TOTAL(LBS): 1.879, <br /> IBouy�M Force: <br /> 9.5x192x20x82.416/cf=2,276,352 LB� <br /> VAULT WEIOH7+SOIL WEIOHT<BdUYANT FORCE, <br /> THEREFORE,BALLAST IS REGUIRED. <br /> I a� <br /> � <br />