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e ' <br /> XERXES® WATERLOO SHELL <br /> NON-ANCHORED 4315 E.WATERLOO ROAD <br /> BUOYANCY WATER AT GRADE STOCKTON,CA 95215 <br /> CALCULATION JWL 02/17/05 <br /> TANK DATA INSTALLATION <br /> NOM.CAP.(GAL.) 12000 TOTAL COVER INCLUDING SOIL <br /> TYPE(SW=I;DWI=2;DWII=3) 3 &SLAB(FT) 5.75 <br /> DRY=I;WET=2 2 TOP SLAB THK(IN) 10.00 <br /> TANK DIA.(FT.) 10 TOP SLAB LNG(FT) 26.02 <br /> ***s+*+sr***ss+*r++*+++ss*»»*ss»»»»s+*»+r»rr+*rs+srr TOP SLAB WID(FT) 12.00 <br /> PRODUCT STORED(GAL) 0 4 OF 42 INCH RISER 2 <br /> SPEC.GRAV.USED 1.00 <br /> BRINE FILL GAL 167 <br /> SAFETY FACTOR <br /> DOWN FORCE/UP FORCE= 1.36 ;1 <br /> TOTAL WEIGHTS <br /> DOWN FORCES <br /> CONCRETE WEIGHT 22898.33 LBS. <br /> BACKFILL WEIGHT 117076.12 LBS. <br /> TANK WEIGHT 7000.00 LBS. <br /> PRODUCT WEIGHT 0.00 LBS. <br /> TOTAL DOWN FORCE 146974.45 LBS, <br /> UP FORCES <br /> TANK DISP.FORCE 108401.64 LBS. <br /> TOTAL UP FORCE 108401.64 LBS. <br /> WORKSHEET <br /> TANK DATA <br /> SHELL DIANvfETER --- 10.00 FT. * ACTUAL CAP(GAL) 11849.00 <br /> SHELL LENGTH -------- 14.02 FT. * TANK WT.(LBS.) 7000.00 <br /> DOME PROJECTION---------- 5.00 FT. * O.A.L.(FT.) 24.02 <br /> MID POINT HEIGHT---- 9.92 FT. * NUMBER OF RIBS 12.00 <br /> COLUMN HEIGHT 14.92 FT. * ***ssssssssssss*ssssr»ss+*sss»+s*ss*ss*ss* <br /> RIB VOLUME 2631.00 CU.IN. DOME A.(SQ FI) 78.54 <br /> DOME VOL.(CU FI) 523.60 <br /> REINFORCED CONCRETE VOLUMES(CU.FT.) <br /> TOP SLAB 260.21 <br /> TOTAL WET VOLUME 260.21 <br /> FORCE=VOL.X 88 LBSJCF 22898.33 LBS. <br /> BACKFILL VOLUMES(CU.FT.) <br /> OVER TANK(WET) - 1713.27 <br /> END-WEDGES(WET)--- 238.00 <br /> TOTAL WET VOLUME 1951.27 <br /> FORCE=VOL.X 60 LBS 117076.12 LBS. <br /> BUOYANCY <br /> SHELL VOLUME--- 1195.80 CUBIC FT. <br /> DOME VOLUME-- - 523.60 CUBIC FT. <br /> RIB VOLUME 18.27 CUBIC FT. <br /> TOTAL VOLUME 1737.67 CUBIC FT. <br /> VOL X 7.48 GAL/CU.FT. 12997.80 GALLONS <br /> FORCE=GAL X 8.34(LBSJGAL.) 108401.64 LBS. <br />