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XERXES* DEADMANBURIA SUTTERHOME WINERY- <br /> BUOYANCY WATER AT GRADE DRY GOODS TANK <br /> CALCULATION 0 no <br /> TANK DATA INSTALLATrON- <br /> NOM.CAP.(GAL.) 5000 TOTAL COVER INCLUDING 4 75 <br /> TYPE(SINGLEWALL=I;DW=3) 1 SOIL&TOP SLAB(FI) <br /> DRY=1;WET=2 1 TOP SLAB THICKNESS(IN) 6.00 <br /> NOM.TANK DIA.(FP.) 6 TOP SLAB LENGTH(FI) 28.42 <br /> rrrsssrrrrssssrrrrrrrrrrrrasr♦rrrasssssrsssrrsrr+* TOP SLAB WIDTH(FT) 8.00 <br /> PROD.STORED(GAL) 0 DEADMAN LNG(FF) 24.00 <br /> SPEC.GRAV.USED 1.00 DEADMAN WID(IN) 12.00 <br /> BRINE FILL GAL 0 DEADMAN THK(IN) 12.00 <br /> SAFETY FACTOR #OF 24"DIAMETER RISERS 2 <br /> DOWN FORCE/UP FORCE= 2.01 :1 #OF 30"DIAMETER RISERS 2 <br /> TOTAL WEIGHTS <br /> DOWN FORCES <br /> CONCRETE WEIGHT 14226.67 LBS. <br /> BACKFILL WEIGHT 80130.22 LBS. <br /> TANK WEIGHT 1900.00 LBS. <br /> PRODUCT WEIGHT 0.00 LBS. <br /> TOTAL DOWN FORCE- 96256.88 LBS. <br /> UP FORCES <br /> TANK DISP.FORCE 47938.72 LBS. <br /> TOTAL UP FORCE- 47938.72 LBS: <br /> WORKSHEET <br /> TANK DATA <br /> SHELL DIAMETER 6.00 FT. • ACTUAL CAP(GAL) 5064.00 <br /> SHELL LENGTH 20.42 FI. + TANK WT.(LBS.) 1900.00 <br /> DOME PROJECTION 3.00 FF. * O.A.L.(FT.) 26.42 <br /> MID POINT HEIGHT 7.25 FT. * NUMBER OF RIBS 15.00 <br /> COLUMN HEIGHT-- 10.25 FF. + +**++*++•**ssrrrrsrrrrrrrr*srrrrsrssrs <br /> RIB VOLUME- - 1113.00 CU.IN. DOME A.(SQ FT) 28.27 <br /> DOME VOL.(CU FT) 113.10 <br /> REINFORCED CONCRETE VOLUMES(CU.Fr.) <br /> TOP SLAB 113.67 DEADMEN 48.00 <br /> FORCE=VOL.X 88 LBS/CF 10002.67 FORCE(LBS)=VOL.X 88 LBS/CF 4224.00 <br /> TOP SLAB& DEADMEN FORCE 14226.67 LBS. <br /> BACKFILL VOLUMES(CU.FT.I <br /> OVER TANK SHELL- 531.06 OVER DEADMEN 492.00 <br /> OVER TANK DOMES- 148.44 END WEDGE 164.00 <br /> TOTAL WET VOLUME 1335.50 <br /> FORCE=VOL.X 60 LBS/CF 80130.22 LBS. <br /> BUOYANCY <br /> SHELL VOLUME 645.70 CUBIC FT. <br /> DOME VOLUME 113.10 CUBIC FT. <br /> RIB VOLUME 9.66 CUBIC FT. <br /> TOTAL VOLUME 768.46 CUBIC FP. <br /> VOLX7.48GAUCU.FF. 5748.05 GALLONS <br /> FORCE=GAL X 8.34(LBSJGAL.) 47938.72 LBS. <br /> 1� <br />