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x(_.1�x(.s� 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.) 15000 TOTAL COVER INCLUDING SOIL, <br /> TYPE(SW=I;DWI=2;DWII=3) 3 &SLAB(FT) 5.75 <br /> DRY=1;WET=2 2 TOP SLAB THK(IN) 10.00 <br /> TANK DIA. (FT.) 10 TOP SLAB LNG(FT) 31.48 <br /> TOP SLAB WID(FT) 12.00 <br /> PRODUCT STORED(GAL) 0 4 OF 42 INCL RISER 2 <br /> SPEC.GRAV.USED 1.00 <br /> BRINE FILL(GAL) 213 <br /> SAFETY FACTOR <br /> DOWN FORCE/UP FORCE= 1.30 ;1 <br /> TOTAL WEIGHTS <br /> DOWN FORCES <br /> CONCRETE WEIGHT 27701.67 LBS. <br /> BACKFILL WEIGHT 139940.01 LBS. <br /> TANK WEIGHT 8600.00 LBS. <br /> PRODUCT WEIGHT 0.00 LBS. <br /> TOTAL DOWN FORCE 176241.68 LBS. <br /> UP FORCES <br /> TANK DISP.FORCE 135525.09 LBS. <br /> TOTAL UP FORCE 135525.09 LBS. <br /> WORKSHEET <br /> TANK DATA <br /> SHELL DIAMETER--------- 10.00 FT. * ACTUAL CAP(GAL) 14976.00 <br /> SHELL LENGTH----- ---- 19.48 FT. * TANK WT_(LBS.) 8600.00 <br /> DOME PROJECTION--------- 5.00 FT. * O.A.L.(FT.) 29.48 <br /> MID POINT HEIGHT 9.92 FT. * NUMBER OF RIBS 16.00 <br /> COLUMN HEIGHT 14.92 FT. * ****************s****s******************** <br /> RIB VOLUME------- ---- 2631.00 CU.IN. DOME A.(SQ FT) 78.54 <br /> DOME VOL.(CU FT) 523.60 <br /> REINFORCED CONCRETE VOLUMES(CU.FT.) <br /> TOP SLAB 314.79 <br /> TOTAL WET VOLUME 314.79 <br /> FORCE=VOL.X 88 LBS/CF 27701.67 LBS. <br /> BACKFILL VOLUMES(CU.FT.) <br /> OVER TANK(WET)- --- 2094.33 <br /> END-WEDGES(WET)--- 238.00 <br /> TOTAL WET VOLUME 2332.33 <br /> FORCE=VOL.X 60 LBS 139940.01 LBS. <br /> BUOYANCY <br /> SHELL VOLUME--------- 1624.50 CUBIC FT. <br /> DOME VOLUME----------- 523.60 CUBIC FT. <br /> RIB VOLUME--------- 24.36 CUBIC FT. <br /> TOTAL VOLUME 2172.46 CUBIC FT. <br /> VOL X 7.48 GAL/CUTT. 16250.01 GALLONS <br /> FORCE=GAL X 8.34(LBS./GAL.) 135525.09 LBS. <br />