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tank.xls rev 3/25/97 <br />RHL Design Group Inc. Aaron M. Newman <br />1137 NORTH McDOWELL BLVD. RME 26214 <br />PETALUMA, CA 94954-1469 <br />(707) 765-1660 <br />Jack In the Box, 10858 Trinity Parkway, Stocton, CA 95219 <br />JOB # JIB05002.2 <br />DATE: June 14,2006 <br />1.24 <br />XERXES DWT -II DOUBLE WALL TANK 20,000 GAL. <br />0.87 <br />TANK <br />TANK MAT <br />DEPTH <br />MISC. <br />OD= 10.00 WIDTH= 13.50 W.L.= <br />0.67 <br />DRYBF= <br />100 <br />OL= 37.70 LENGTH= 42.00 TANK= <br />3.00 <br />SUBBF= <br />60 <br />WGT= 11000 DEPTH= 0.67 HD= <br />13.00 <br />LGTHHD= <br />38 <br />#HDS= 6 <br />SIZEHD= <br />1 <br />#MW= 2 OD MW= 3.77 AREA= <br />22.33 <br />VOLUME <br />PFC <br />LBS <br />2682 <br />62.4 <br />167354 <br />BUOYANCY INCLUDING MANWAYS <br />TANK DEAD WEIGHT <br />11000 <br />CONCRETE TANK SLAB -DRY <br />380 <br />150 <br />56984 <br />CONCRETE TANK SLAB - SUB <br />0 <br />87.6 <br />0 <br />BF DRY ABOVE TANK TOP <br />0 <br />100 <br />0 <br />BF SUB ABOVE TANK TOP <br />828 <br />60 <br />49704 <br />BF DRY BELOW TANK TOP- SIDES <br />0 <br />100 <br />0 <br />BF SUB BELOW TANK TOP - SIDES <br />297 <br />60 <br />17833 <br />BF DRY BELOW TANK TOP - ENDS <br />0 <br />100 <br />0 <br />BF SUB BELOW TANK TOP - ENDS <br />238 <br />60 <br />14292 <br />BF HD DRY <br />0 <br />100 <br />0 <br />BF HD SUB <br />937 <br />60 <br />1 <br />56225 <br />HD SUB WEIGHT <br />76 <br />87.6 <br />6658 <br />BF REDUCTION FOR MANWAYS <br />-4617 <br />TOTAL DOWN LOAD <br />208079 <br />NET DOWN LOAD <br />40725 <br />F.S. WITH DEADMEN <br />1.24 <br />F.S. WITHOUT DEADMEN <br />0.87 <br />REQUIRED FACTOR OF SAFETY -XERXES <br />1.20 <br />FACTOR OF SAFETY <br />1.20 <br />1.24 <br />MAXIMUM LOAD TO DEADMEN FOR F.S. <br />55629 <br />62882 <br />AVERAGE LOAD TO EACH ANCHOR POINT <br />4636 <br />5240 <br />AVERAGE CABLE LOAD DOUBLED CABLE <br />2318 <br />2620 <br />CALCS FOR VOLUMES RE WATERTABLE <br />R= 5 h= 12.33 <br />A CYLNDR VOL END <br />'e/ <br />AoFESS/Q <br />1 78.54 523.60 GROSS AREA/VOLUMEy <br />f; <br />ryFL: <br />2 78.54 523.60 A/V TANK BELOW W.L. <br />:'' /`,J�� <br />o <br />3 0.00 0.00 A/V TANK ABOVE W.L. <br />4 10.73 238.20 BACKFILL ABOVE TANK <br />CENTER LINEq <br />,,� ?sL'4 <br />5 0.00 0.00 DRY BACKFILL ABOVE <br />TANK C.L. <br />6 10.73 238.20 SUB BACKFILL ABOVE <br />TANK C.L. <br />-�! <br />_I:310 <br />NOTE: W.L. assumed at bottom of tank slab. <br />t� <br />M <br />M <br />7(4 - <br />JUN 1 4 2006 <br />