Laserfiche WebLink
TAIT & ASSOCIATES, INC. 0 <br /> CONSULTING ENGINEERS Project: San Joaquin County_ _ <br /> 2880 Sunrise Boulevard, Suite 206 Address; Stocitton <br /> Rancho Cordova, CA 95742 ,lob No. SP-3952 <br /> 916-635-2444 Date: ### <br /> 916-635-2606 Fax By: Sl <br /> TANK D DOWN CALCULATION,9 10K, 8' DIA. <br /> DIMENSIONS, (SEE DIAGRAM) TANK DATA: <br /> E11 = 33.5 ft LENGTH OF TANK SLAB 15000 gal TANK CAPACITY <br /> E12 = 19.5 ft LENGTH OF BODY OF TANK 10 ft NOMINAL DIAMETER <br /> E13 = 29.5 ft LENGTH OF WHOLE TANK no yln WET INTERSTITIAL? <br /> E14 = 29.5 ft LENGTH OF DEADMAN <br /> E15 = 4 ft DIAMETER OF SUMP#1 WEIGHTS: <br /> E16 = 2 ft RADIUS OF SUMP#1 5$00 lbs TANK(wl interstitial it appl.) <br /> E17 =©ft DIAMETER OF SUMP#2 150 pcf DRY CONCRETE <br /> E18 = 0 ft RADIUS OF SUMP#2 87.6 pcf SUBMERGED CONC. <br /> E19 _ 12 ft WIDTH OF TANK SLAB 60 pcf SUBMERGED BACKFILL <br /> E20 - 10 ft DIAMETER OF TANK 62.4 pcf WATER <br /> E21 = 5 ft RADIUS OF TANK <br /> E22 = 1 ft WIDTH OF DEADMAN CALCULATED VALUES <br /> E23 = 0.67 ft THICKNESS OF TANK SLAB DATA ENTRY REQUIRED <br /> E24 = 5 ft DEPTH TO TOP OF TANK <br /> E25 = 1 ft THICKNESS OF DEADMAN <br /> E26 = 4.33 ft BOTTOM SLAB TO TANK TOP <br /> E27 = 9.33 ft BOTTOM SLAB TO MID-TANK <br /> GEOMETRY: <br /> TANK VOL. O.D. (f1R2"L,,,,,)+(413r1R3) 2055.125 cf <br /> SUMP(S)AREA (FIR2)+(nR2) 12-56637 sf <br /> SUMP(S)VOL. (A*L)+(A*L) 54.41238 cf <br /> REFL. TANK AREA (L�dY*D)+(RR2) 273.5398 sf <br /> SLAB AREA L*W 402 sf I <br /> TANK BACKFILL VOL. H13(Al+A2+(A1'A2)12)-1/2VIalk-Vl I 2050.251 cf <br /> DEADMAN VOL. L*W'TH 29.5 cf <br /> DEADMAN BACK. VOL. L"W"H 413 cf <br /> FORCES: <br /> TANK V*WT 128239.8lbs up <br /> SUMPS) V*WT 3395.333 lbs up <br /> SUMMATION OF UPLIFT FORCES 131635 lbs UP <br /> TANK WEIGHT 5800 lbs do <br /> SLAB A*TH*WT 40401 lbs do <br /> BACKFILL V*WT 123015lbs do <br /> DEADMEN 2*(Vdaaa.*VVr+Vt�.a,*WT) 54728.4lbs do <br /> SUMMATION OF HOLD DOWN FORCES 223944 lbs ❑N <br /> FACTOR OF SAFETY: Fhoid down/ Fuplitt 1.7013 <br /> Holddown Page 1 <br />