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' •FEE-28-05 11 :05 AM h = LEE. ARCHITECT 916 8512 P. 04 <br /> RMLL <br /> XERXFS® NON-ANCHORED rW MORELA"CT <br /> BUOYANCY WATER AT GRADE STOCKTOx CA 9ML2 <br /> CALCULATION JWL ovi?05 <br /> WANK DAU INSTALLATION <br /> NOM CAP.(GAL.) 15000 (8k x 7k) TOTAL COVER INCLUDING SOIL. <br /> TYPE(SW=1 pWI-2;DWII=3) 3 A SIAB(FT) 5.75 <br /> DRY=1;WET-2 2 TOP SLAB THK(IAT) 10.00 <br /> TANK DIA.(FT.) )0 TOP SLAB LNG(FI) 31.67 <br /> r'sr..rr...ss..r.ruts.r.rrr.rrrssssrrrrr.rrrrrruu TOP SLAB WID(FT) 12.00 <br /> PRODUCT STORED(GAL) 0 M OF 42 INCH RISER 4 <br /> SPEC.GRAY,USED 1.00 <br /> BRINE FILL EC 235 <br /> SAFETY FACTOR <br /> DOWN FORCEIUP FORCE= 1.22 ;1 <br /> TOTAL WEIGHTS <br /> DOWN FORCES <br /> CONCRETE WEIGHT 27866.67 LBS. <br /> BACKFILL WEIGHT 135048.95 LBS. <br /> TANK WEIGHT 10400.00 LBS. <br /> PRODUCT WEIGHT 0.00 LBS. <br /> TOTAL DOWN FORCE 173315.61 LBS. <br /> UP FORCES <br /> TANK DISP.FORCE. 142345.70 LBS. <br /> TOTAL UP FORCE 142345.70 LBS. <br /> WORKSREET <br /> TANK DATA <br /> SHELL DIAMETER------ 10.00 Fr. ACTUAL CAP(GAL) 15034.00 <br /> SHELL LENGTH---.------.-- 19.67 FT. • TANK WT.(LBS.) 10400.00 <br /> DOME PROJECTION----------- 5.00 FT. ' OAL.(Ff.) 29.67 <br /> MID POINT HEIGHT------- 9.92 FT. • NUMBER OF RIBS 16.00 <br /> COLUMN HEIGHT------- 14.92 FT. • ss...rs.rssarsarrr.rs..sssrsr...rrs...a. <br /> RIB VOLUME------------- 2631.00 CU,IN. DOME A.(SQ FI) 78.54 <br /> DOME VOL.(CU FI) 523.60 <br /> RENFORCED CONCRETE VOLUMES ME,EQ <br /> TOP SLAB 316.67 <br /> TOTAL WET VOLUME 316.67 <br /> FORCE-VOL.X 88 LBSICF 27866.67 LBS. <br /> BACKML VOLUMES <br /> OVER TANK()WEI)--_-- 2012.82 <br /> END-WEDGES(WET)---- 238.00 <br /> TOTAL WET VOLUME 2250.82 135048.95 LBS. <br /> FORCE-VOL.X 60 LBS <br /> BUOYANCY <br /> SHELL VOLUME- 1733.84 CUBIC FT. <br /> DOME VOLUME------------- 523.60 CUBIC Ff, <br /> RIB VOLUME------- 24.36 CUBIC FT. <br /> TOTAL VOLUME 2281.80 CUBIC FT. <br /> VOL X 7.48 GAL/CU-FT. 17067.83 GALLONS 142345.70 LBS. <br /> FORCE-GAL X 8.34(LBSJGAL) <br />