ELEVATIONS STABILITY Finish Grade ELEV 3.000 FOSs TOC ELEV 4.300 FOSo Bearing Capacity 0.00 > 1.5 0.000 < 0.67
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ELEVATIONS
STABILITY
Finish Grade ELEV
3.000
FOSs
TOC ELEV
4.300
FOSo
Bearing Capacity
0.00 > 1.5 0.000 < 0.67
180.00
kPa qa qT (Tank) qF (Footing)
0.00 0.00
Wind Speed V
Reinforcement
93
mph
db (Footing-Horiz)
20
db (Footing-Vert'l)
16
Tank Dimensions DT tw
Horizontal Direction
21,946
mm mm
25.00
rmin
(Horizontal)
0.0025
(Horizontal)
#DIV/0!
(Horizontal)
0.0025
hT
mm
14,630
ract
hL
mm
14,326
rprvd
tp
mm
9.53
hR
mm
0
tR
mm
As =
1.000
TF
mm mm
h1 (above Grade) mm Tg
mm
Cc
mm
mm2
mm2
5027
> #DIV/0!
1800
rmin
(Vertical)
0.0015
nb = 2 x
500
ract
(Vertical)
0.0015
mm2 Provide The Following Rebars: nb = 2 x @ 200 mm 5
1300 25
(Cover)
mm2
Vertical Direction
Ringwall Dimensions hF
#DIV/0! mm
mm2 Provide The Following Rebars: nb = 2 x @ 236 mm 8
9.53
Specific wt
nb = 2 x #### @ As1 = #DIV/0! As2 = 0 As = #DIV/0!
75
h2 (under Grade) mm
500
0
As =
0
As =
2011
@ #### mm
2
mm
>
0
< 450 mm
1. Design Objective To design Ringwall Foundation for Storage Tank, DT =
21,946
mm and hT =
14,630
mm
Y
X
Tank
Tank Wall & Ringwall Fdn.
Z
DT ( Tank Outside Diameter )
Tank Floating Roof
hL
hT
tw
h2
hF
h1
tp
Dbc (Bolt Circle Diameter)
TF
Storage Tank Ringwall Foundation
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Ww + WR
h1
gp hL + gst tb
F = FP + FS hF
FP
h2
FS
TF
Ka gp hL
Ka gs hF
Forces acting on Ringwall
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Ringwall Foundation for Storage Tank With Diameter,
DT =
0
mm
and Height, hT =
0
mm
8. Ringwall Foundation Detailed Sketch
0 f @ 200 mm
Typical for Both Faces of the Wall
h1 h2
8 - 20 mm f
1300 500
hF
1800
Tank Wall & Ringwall FDN
500
TF
Ringwall Details Storage Tank Foundation
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