10
Step 4: If any part of the tank is below the estimated seasonal high water table, then engineer shall
provide buoyancy calculations to assure adequate tank uplift restraint.
CONCRETE UPLIFT RESTRAINT REQ’D FOR FUJI CLEAM CE,CEN SERIES MODELS BASED ON GROSS TANK DIMENSIONS
MODEL
HEIGHT
(FT)
WIDTH
(FT)
LENGTH
(FT)
VOLUME
(FT3)
DISOLACEMENT
(LBS)
CONCRETE VOLUME (CY)
@3050
LB/CY
WITH
10% FS
WITH
25% FS
WITH
50% FS
CE14/CEN10
6.4167
5.750
9.9167
366
22,839
7.49
8.24
9.36
11.23
CE21/CEN14
6.8750
6.000
12.7292
526
32,823
10.76
11.84
13.45
16.14
CE30/CEN21
7.3333
6.4792
16.250
773
48,236
15.82
17.40
19.77
23.72
SLAB DIMENSIONS FOR 50% FACTOR OF SAFETY
MODEL
CONCRETE VOLUME (CY)
WITH 50% FS
SLAB WIDTH
(FT)
SLAB LENGTH
(FT)
SLAB THICKNESS
(FT)
CE14/CEN10
11.23
6.00
10.00
5.055
CE21/CEN14
16.14
6.00
13.00
5.588
CE30/CEN21
23.72
7.00
17.00
5.382
Tie down straps
Do NOT use Lifting Lugs
for uplift restraint.
TIE-DOWN
STRAPS
