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FEB-28-05 11 :05 AM V = LEE. ARCHITECT 916 8512 P. 03 <br /> "SHELL <br /> XERXF,S® NON-ANCHORED 77N ORELANDCT <br /> BUOYANCY WAS AT GRADE srOCKTON,CA 932U <br /> CALCULATION JWL 02/17/05 <br /> IANKDAIA 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 On 10.00 <br /> TANK DIA.(FT.) 10 TOP SLAB I.NG(FT) 31.48 <br /> •sata•rtstsattt••stoat►t••t••tta•.••tst►►aarsa,••.• TOP SLAB WID(FT) 12.00 <br /> PRODUCT STORED(GAL) 0 M OF 42 INCH 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 WEIGHT <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(OAL) 14976.00 <br /> SHELL LENGTH --- 19.49 FT. + TANK WT.(LBS.) 8600.00 <br /> DOME PROJECTION---------- 5.00 FT. • O.Al,(FT.) 29.48 <br /> MID POINT HEIGHT---- 9.92 FT. a NUMBER OF RIBS 16.00 <br /> COLUMNHEIGITT- 14.92 F'T. • •aa•••••••••+••e••••••t►►t►s•ss••r►a►r►raa <br /> RIB VOLUME------------ 2631.00 CU.IN. DOME A.(SQ FI) 78.54 <br /> DOME VOL.(CU FT) 523.60 <br /> REINFORCED CONCRETE VOLUMES(CU.M <br /> TOP SLA$ 314.79 <br /> TOTAL WET VOLUME 314.79 <br /> FORCE-VOL.X88 LBS/CF 27701.67 LBS. <br /> BACKFILL VOL[MMS(CU,FTJ <br /> OVER TANK(WET) --- 2094.33 <br /> END-WEDGES(WET)----- 238.00 <br /> TOTAL WET VOLUME 2332.33 139940.01 LBS. <br /> FORCE-VOL.X 60 LBS <br /> BUOYANCY <br /> SHELL VOLUME------- - 1624.50 CU131C FT. <br /> DOME VOLUME - 523.60 CUBIC FT. <br /> RIS VOLUME --- 24.36 CUBIC Ff, <br /> TOTAL VOLUME 2172.46 CUBIC FT. <br /> VOL X 7.48 GAUCU.FT. 16250.01 GALLONS 135525.09 LBS. <br /> FORCE-GAL X 8.34(LBSJGAL.) <br />