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FROM : TOIT RETAIL WNSTPUCTORS PHONE NO. Oct. 13 199:4 i 1:15AM F2 <br /> TART & ASSOCIATES, INC. <br /> CONSULTING ENGINEERS Project: _ARCO#0595 <br /> 2880 Sunrise Boulevard, Suite 206 Address: Stockton -- <br /> Rancho Cordova, CA 95742 Job No: Ar-994 <br /> 91"35-2444 Date: 10 :99 <br /> 916 335-2606 Fax By: SI <br /> TANK HOLD DOWN CALCULA1110HS - ROUND END TANKS <br /> DIMENSIONS: (SEE DIAGRAM) TANK DATA: <br /> Ell -=ft LENGTH OF TANK SLAB 12000;gal TANK CAPACITY <br /> E12 _ft ft LENGTH OF BODY OF TANK $ ft NOMINAL DIAMETER <br /> E13 =1 29.33 ft LENGTH OF W 10LE TANK rocs y/r: WET INTERSTITIAL? <br /> E14 = 31-5 ft LENGTH OF DEADMAN <br /> E15 = 4 ft DIAMETER OF SUMP#1 WEIGHTS: <br /> E16 ft RADIUS O1 SUMP#1 6000 lbs TANK(w/interstitial ifappl_) <br /> E17 = ft DIAMETER OF SUMP#2 ;;' ', pcf DRY CONCRETE <br /> E18 - ft RADIUS OF SUMP#2 pcf SUBMERGED CONC. <br /> k.•: <br /> E19 =.x,._ 10 ft WIDTH OF TANK SLAB �'I 'pcf SUBMERGED 13ACKFILL <br /> E20 = 8 ft DIAMETER OF TANK .>: 024'pcf WATER <br /> E21 ft RADIUS OF TANK <br /> E22 It WIDTH OF DEADMAN ;.,:,,:a' ::„: ,:iA ! CALCULATED VALUES <br /> E23 = 0-67 ft THICKNESS OF TANTS SLAB C� DATA ENTRY REQUIRED <br /> E24 = 2.83 ft DEPTH TO TOP OF TANK <br /> E25 = 0 ft THICKNESS OF DEADMAN <br /> E26 ='s''':°`�' R ft BQTTOM SLAB TO TANK TOT' <br /> E27 = '4M ft BOTTOM SLAB TO M I D-TAN K <br /> GEOMETRY: <br /> TANK VOL,O.D. (IIR1"Lp,,,,,)+(4/31IR) 1340.246 Cf <br /> SUMP(S)AREA (rlR)+(nR2) 25.13274 sf <br /> SUMP(S)VOL. (A*L)+(A*L) 54.28672 of <br /> sf <br /> REFL.TANK AREA (L 'D)+(IIR1) 220.9055 <br /> 370 sf <br /> SLAB AREA LW <br /> TANK BACKFILL VOL. H/3(A1+A2+(A1*A2)u2)-112V..,k-V.w 1075.951 cf <br /> DEADMAN VOL. L*W*TH 0 -E o}°- e44785 <br /> � EXE. 3'31�2�302 �F <br /> DEADMAN BACK.VOL. LW" 0 cf <br /> s, <br /> qrr 4F C�L�4 <br /> FORCES: <br /> TANK V*WT 83631.31 Ibs up <br /> SUMP(S) V*YVT 3387.491 Ibs up <br /> SUMMATION OF UPLIFT FORCES 87019 Ibs UP <br /> TANK WEIGHT 6000 Ibs do <br /> SLAB A*TH*INT 37185 Ibs do <br /> BACKFILL V*WT 64557.06 lbs do <br /> DEADMEN 2*(V WT+Vb k.*WT) 0Ibs do <br /> SUMMATION OF HOLD DOWN FORCES 107742 Ibs DN <br /> FACTOR OF SAFETY: Fno1d down 1 Fuplitt 1.2381 <br /> Hd-round Page 1 <br />