Laserfiche WebLink
TAIT S ASSOCIATES, INC. <br /> CONSULTING ENGINEERS Project ARCO_ #2186 3 A1:._ <br /> 2860 Sunrise Boulevard, Suite 206 Address: Stockton,CA <br /> Rancho Cordova, CA 95742 Job No: AR-924 <br /> 916-635-2434 Bate• ## <br /> 91"35-2606 Fax By: SI <br /> TANK HQULDDYM CALCULATIONS - ROUND END TANKS <br /> DIMENSIONS: (SEE DIAGRAM) TANK. DATA_ <br /> E11 = 44,92 1 ft LENGTH OF TANK SLAB 22000 gal TANK CAPACITY <br /> E12 = ;,:,. 11: LENGTH OF BODY OF TANK 10 ft NOMINAL DIAMETER <br /> E13 40.92 ft LENGTH OF WHOLE TANK Ino y/n WET INTERSTITIAL? <br /> F_14 - 40 92 ft LENGTH OF DEADMAN <br /> E15 = 4 ft DIAMETER OF SUMP#1 WEIGHTS: <br /> E16 =7777T T ft RADIUS OF SUMP#1 900Q Ibs TANK(w/interstibal if appl) <br /> E17 ft DIAMETER OF SUMP#2 pof DRY CONCRETE <br /> > RADIUS OF SUMP#2 pcf SUBMERGED CONC. <br /> E19 =1 12 ft WIDTH OF TANK SLAB "°" ; ;Pcf SUBMERGED BACKFILL <br /> F-20 = loft DIAMETER OF TANK '".•"';=i324 pcf WATER <br /> E21 = It RADIUS OF TANK <br /> E22 - -Q ft WIDTH OF DEADMAN ^;;<s..'::. CALCULATED VALUES <br /> E23 = 0 67 ft THICKNESS OF TANK SLAB DATA ENTRY REQUIRED <br /> E24 = 5.16 ft DEPTH TO TOP OF TANK <br /> E25 = 0 ft THICKNESS OF DEADMAN <br /> E26 = " ;: .$9 ft BOTTOM SLAB TO TANK TOP <br /> E27 = y:;t 9. 9 1 BOTTOM SLAB TO MID-TANK <br /> GEOMETRY, <br /> TANK VOL-4-D. (nR"Lbdy)+(4/3)�R3) 2952.05 Cf <br /> SUMP(S)AREA (nR2)+(f.(R`) 25-13274 sf <br /> SUMP($)VOL (A"L)+(A"L) 112.846 cf <br /> REFL. TANK AREA (Lb.�dy*D)+(IIR2) 387.7398 sf <br /> G <br /> SLAB AREA L"W 539.04 sf <br /> TANK BACKFILL VOL. H/3(Al+A2+(A1'A2)1'2)-112V=,-V&„,,p 2789.034 cf w <br /> DEADMAN VOL. L'W'TH 0 cf No. 0 4785 <br /> DEADMAN BACK. VOL. L"W"H 0 cf LXP• 3-31--2002 if <br /> `t'�r - V I <br /> FORCES_ <br /> TANK V` T 184207.9 lbs up <br /> SUMPS) V"WT 7041.591 Ibs up <br /> SUMMATION OF UPLIFT FORCES 191250 Ibs UP <br /> TANK WEIGHT 99000 Ibs do <br /> SLAB A"TH:WT 54173-52Ibsdo <br /> BACKFILL V'WT 167342 lbs do <br /> DEADMEN 2"(Vtl6m.'WT+Vt... ,'WT) 0 lbs do <br /> SUMMAT[ON OF HOLD DOWN FORCES 230516 lbs DN <br /> FACTOR OF SAFETY: Fhold town 1 Fuplift 1.2053 <br /> Hd-round Page 1 <br /> Zd WdLi=:90 66ST L© "P-If 909?S299T6 ON Xtld Cl'�I-DWE'_AO'E'S — F,E]1HI-IUSSH JJUJ 6J0dj <br />