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al S
heet
: 22
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s (In
cl. C
over
)
FOU
ND
AT
ION
CA
LC
UL
AT
ION
SH
EE
T
FOR
1210
-V21
NO
.2 H
X T
AN
K
0 S.
Tadc
haph
on
16-0
2-15
N
.Nop
pol
16-0
2-15
REV
PR
EPA
RE
D
DA
TE
C
HE
CK
ED
D
AT
E
APP
RO
VED
D
AT
E
PILI
N P
RO
JEC
T C
O.,
LTD
. 61
/3 M
oo 8
, M
hon-
nang
, Pha
natn
ikom
, Cho
nbur
i, Th
aila
nd 2
0140
Te
l.038
-475
-341
-2, F
ax.0
38-4
75-3
40
E - m
ail :
fact
ory@
pilin
-pro
ject
.com
w
ww
.pili
n-pr
ojec
t.com
OW
NER
: U
BE
CH
EMIC
ALS
(ASI
A) P
CL.
PRO
JEC
T N
AM
E :
1210
-V21
NO
.2 H
X T
AN
K
LOC
ATI
ON
: R
AY
ON
G, T
HA
ILA
ND
DO
C. N
O
C-5
808-
F01
REV
ISIO
N S
HEE
T
Dat
e Pa
ge
Des
crip
tion
25-F
eb-1
5 A
ll O
rigin
al Is
sue
Pag
e 2
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
CO
NTE
NTS
1. G
ENER
AL
1.1
CO
DE
& S
TAN
DA
RD
1.2
MA
TER
IALS
& U
NIT
WEI
GH
T 1
.3 S
UB
SOIL
CO
ND
ITIO
N &
SA
FETY
FA
CTO
RS
1.4
LO
AD
CO
MB
INA
TIO
N
2. D
RA
WIN
G 2
.1 L
OC
ATI
ON
PLA
N 2
.2 D
ETA
IL S
KET
CH
3. F
OU
ND
ATI
ON
DA
TA 3
.1 F
OO
TIN
G D
ATA
3.2
PIE
R D
ATA
3.3
SEC
TIO
N D
ATA
3.4
LO
AD
CA
SE 3
.5 L
OA
D C
OM
BIN
ATI
ON
4. C
HEC
K O
F ST
AB
ILIT
Y 4
.1 C
HEC
K O
F SL
IDIN
G
4.2
CH
ECK
OF
OVE
RTU
RN
ING
MO
MEN
T 4
.3 C
HEC
K O
F C
ON
TAC
T PR
ESSU
RE
5. D
ESIG
N O
F FO
OTI
NG
5.1
DES
IGN
MO
MEN
T A
ND
SH
EAR
FO
RC
E 5
.2 R
ING
WA
LL D
ESIG
N 5
.3 R
EQU
IRED
REI
NFO
RC
EMEN
T 5
.4 O
NE
WA
Y SH
EAR
FO
RC
E 5
.5 T
WO
WA
Y SH
EAR
FO
RC
E
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Pag
e 3
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
1. G
ENER
AL
1.1
CO
DE
& S
TAN
DA
RD
Item
sD
escr
iptio
nD
esig
n C
ode
Am
eric
an C
oncr
ete
Inst
itute
(AC
I 318
) [M
etric
]
Hor
izon
tal F
orce
for W
ind
UN
IFO
RM
BU
ILD
ING
CO
DE
(UB
C-1
997)
Hor
izon
tal F
orce
for S
eism
icN
ON
E
Uni
t Sys
tem
Inpu
t : M
KS
,
Out
put :
MK
S,
C
alcu
latio
n U
nit :
IMP
ER
IAL
1.2
MA
TER
IALS
& U
NIT
WEI
GH
TIte
ms
Valu
eC
oncr
ete
(fck
: com
pres
sive
stre
ngth
)
Lean
Con
cret
e (L
fck
: com
pres
sive
stre
ngth
)
Rs
(Soi
l uni
t wei
ght)
Rc
(Con
cret
e un
it w
eigh
t)
Es
(Ste
el M
odul
us o
f Ela
stic
ity)
Ec
(Con
cret
e M
odul
us o
f Ela
stic
ity)
- So
il C
apac
ity
Item
sVa
lue
Soi
l Nam
eU
nit-0
1
Foot
ing
List
F1
Qa
(Soi
l Bea
ring
Cap
acity
)
Buo
yanc
yN
ot C
onsi
der
WL
(Wat
er L
abel
from
the
EL
= 0)
0 m
m
FD (F
rost
Dep
th fr
om th
e E
L =
0)0
mm
Inte
rnal
Fric
tion
Ang
le
Pas
sive
Soi
l Pre
ssur
eN
ot C
onsi
der
Cu
(Und
rain
ed c
ohes
ion)
1.3
SU
BSO
IL C
ON
DIT
ION
& S
AFE
TY F
AC
TOR
SIte
ms
Des
crip
tion
Allo
wab
le In
crea
se o
f Soi
l (W
ind)
33.3
3 %
Allo
wab
le In
crea
se o
f Soi
l (S
eism
ic)
33.3
3 %
Allo
wab
le In
crea
se o
f Soi
l (Te
st)
20 %
Saf
ety
fact
or a
gain
st o
vertu
rnin
g fo
r OV
M1(
FO1)
1.5
Saf
ety
fact
or a
gain
st o
vertu
rnin
g fo
r OV
M2(
FO2)
1.7
Saf
ety
fact
or a
gain
st o
vertu
rnin
g fo
r OV
M3(
FO3)
1.8
Saf
ety
fact
or a
gain
st s
lidin
g fo
r the
SL1
(FS
1)1.
5
Saf
ety
fact
or a
gain
st s
lidin
g fo
r the
SL2
(FS
2)1.
6
Saf
ety
fact
or a
gain
st s
lidin
g fo
r the
SL3
(FS
3)1.
7
0.35
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Rei
nfor
cem
ent (
D9
~ D
16 ,
yiel
d st
reng
th)
Rei
nfor
cem
ent (
D19
~ ,
yiel
d st
reng
th)
210.
000
kgf/c
m2
100.
000
kgf/c
m2
3000
.000
kgf
/cm
2
3000
.000
kgf
/cm
2
2.00
0 to
n/m
3
2.40
0 to
n/m
3
2.00
0 1
06 kgf
/cm
2
2509
98.0
00 k
gf/c
m2
Cla
y ,
0 to
nf/m
2
12 to
nf/m
2
30
Fric
tion
fact
or (
)
Pag
e 4
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
1.4
LO
AD
CO
MB
INA
TIO
NC
omb
. ID
Load
Com
bina
tion
for s
tabi
lity
1.6
25 S
W +
.375
WL
+ .6
25 T
est
2.7
5 S
W +
.75
WL
+ .7
5 E
mpt
y
3.7
5 S
W +
.75
WL
+ .7
5 O
pera
tion
4.8
33 S
W +
.833
Tes
t
51.
0 S
W +
1.0
Ope
ratio
n
Com
b . I
DLo
ad C
ombi
natio
n fo
r Rei
nfor
cem
ent
101.
05 S
W +
1.2
75 W
L +
1.05
Ope
ratio
n
111.
2 S
W +
1.2
Tes
t
121.
2 S
W +
1.2
Ope
ratio
n
8.8
75 S
W +
1.0
63 W
L +
.875
Tes
t
91.
05 S
W +
1.2
75 W
L +
1.05
Em
pty
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Pag
e 5
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
2. D
RA
WIN
G 2
.1 L
OC
ATI
ON
PLA
N 2
.2 D
ETA
IL S
KET
CH
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
REFERENCE DWGSNO.DWG NO.DWG TITLE
N O T E S* OUTPUT UNIT : mm
1210-V21 NO.2 HX TANK PROJECT
FOUNDATION LOCATION PLAN1210-V21
SQU
AD
CH
EC
K
PROCESSPIPINGVESSELSSTRUCT.ELEC.INST.
SCALE
AS SHOWN
JOB NO.
CC-14003
MICROFILM NO.
F1 1
A01
01
ZX
Y
2/26/2015Page 6
Copyright (c) GS E&C. All Rights Reserved
OUTPUT UNIT : mm
2/26/2015Page 7
Copyright (c) GS E&C. All Rights Reserved
REFERENCE DWGSNO.DWG NO.DWG TITLE
N O T E S* ANCHOR BOLT
1X10-M20 ANC. BOLTS (TYPE TYPE L)
* OUTPUT UNIT : mm
1210-V21 NO.2 HX TANK PROJECT
FOUNDATION DETAIL FORF1
SQU
AD
CH
EC
K
PROCESSPIPINGVESSELSSTRUCT.ELEC.INST.
SCALE
AS SHOWN
JOB NO.
CC-14003
MICROFILM NO.
REV.DATEDESCRIPTIONDRWNCHKDAPPDAPPDAPPD
750500800050075010500
D12@200
D12@
200
D20@200
D20@
20050T
YP.
LC FOOTING
TOPBOTTOM
FOUNDATION PLANFOOTING REINF. PLAN
275 PRO
J.
754-D
2050
D12
CRUSHED STONE 0 THKLEAN CONC. 30 THK
30 GR
OU
T50
1100
TOG EL. + 1150
400
SECTION
2636
1421428716
PEDESTAL
9000500
LC PED.
REBAR
500
D12@200
50(TYP.)
2-D20
PEDESTAL REBAR ARRANGEMENT
2/26/2015Page 8
Copyright (c) GS E&C. All Rights Reserved
Pag
e 9
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
3. F
OU
ND
ATI
ON
DA
TA 3
.1 F
OO
TIN
G D
ATA
1050
0
The
Orig
in c
oord
inat
eTh
e C
ente
r of g
ravi
ty (0
,0) m
m
400
1100
50
Uni
t : m
mFt
. Nam
eF1
Ft. T
ype
Are
a
Ft. T
hick
ness
400.
00 m
m
Ft. V
olum
e
Ft. W
eigh
t83
.126
tonf
Out
er S
oil H
eigh
t-5
0.00
mm
Soi
l Vol
ume
Soi
l Wei
ght
0.00
0 to
nf
Buo
yanc
yN
ot C
onsi
der
Sel
f Wei
ght (
exce
pt P
r.SW
)83
.126
tonf
3.2
PIE
R D
ATA
Off
X ,
Off
Y is
offs
et p
ositi
on fr
om th
e C
ente
r of t
he fo
otin
gIf
Pie
r Sha
pe is
Circ
le o
r Circ
le w
all,
Pl i
s a
Dia
met
er. a
nd P
w is
a In
ner D
iam
eter
Are
a is
pie
r con
cret
e ar
eaW
eigh
t is
pier
and
inne
r soi
l wei
ght i
n ca
se c
ircle
wal
l exc
ept T
ank1
Typ
e(C
ircle
Rin
g Fo
otin
g S
hape
)U
nit(
Leng
th :
mm
, W
eigh
t : to
nf ,
Are
a : m
2 )Ft
.Nam
ePr
.Nam
eSh
ape
PlPw
PhA
rea
Wei
ght
Off
XO
ff Y
F11
Circ
leW
all
9000
.000
8000
.000
1100
.000
145.
833
0.00
00.
000
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
TAN
K 1
86.5
90 m
2
34.6
36 m
3
0.00
0 m
3
13.3
52
Pag
e 10
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
3.3
SEC
TIO
N D
ATA
1050
0U
nit :
mm
Ft.N
ame
/ Sec
.Nam
eF1
/ S1
Dire
ctio
nA
ll D
irect
Sec
tion
Are
a
F.V
olum
eF.
Wei
ght
S.V
olum
eS
.Wei
ght
Pie
r Wt
Tota
l Wei
ght
3.4
LO
AD
CA
SE
Inpu
t the
poi
nt lo
ads
in th
e gl
obal
coo
rdin
ate
syst
em d
irect
ion.
Pos
itive
dire
ctio
ns o
f mom
ents
(sho
wn
in th
e sk
etch
) ar
e ba
sed
on th
e rig
ht h
and
rule
.Fx
FyFz
Mx
My
Mz
Inde
xLo
ad C
ase
Nam
e1
SW
2E
mpt
y
3O
pera
tion
4Te
st
5W
L
Uni
t( to
nf ,
tonf
-m )
Ft.N
ame
Pr.N
ame
Load
Cas
eFx
FyFz
Mx
My
F11
10.
000
0.00
0-1
45.8
330.
000
0.00
02
0.00
00.
000
-25.
000
0.00
00.
000
30.
000
0.00
0-8
00.0
000.
000
0.00
04
0.00
00.
000
-600
.000
0.00
00.
000
515
.000
15.0
000.
000
-38.
000
38.0
00Fo
otin
g S
W0.
000
0.00
0-8
3.12
60.
000
0.00
0
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
86.5
90 m
2
34.6
36 m
383
.126
tonf
0.00
0 m
30.
000
tonf
145.
833
tonf
228.
959
tonf
Pag
e 11
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
3.5
LO
AD
CO
MB
INA
TIO
NIn
Pie
r Top
with
out S
elf W
eigh
tIn
Foo
ting
Bot
tom
with
Pie
r Sel
f Wei
ght,
But
with
out F
ootin
g S
elf W
eigh
t,
In F
ootin
g B
otto
m C
ente
r w
ith P
ier &
Foo
ting
Sel
f Wei
ght &
Soi
l Wei
ght,
Cas
e P
ileTy
pe i
n ce
ntro
id o
f Pile
Gro
upC
ase
Non
Pile
Type
in
cent
roid
of F
ootin
g
3
.5.1
Lo
ad C
ombi
natio
n in
Pie
r Top
(With
out S
W)
Uni
t( to
nf ,
tonf
-m )
Ft.N
ame
Pr.N
ame
L.C
omb.
1
15.
625
5.62
5-3
75.0
00-1
4.25
014
.250
211
.250
11.2
50-1
8.75
0-2
8.50
028
.500
311
.250
11.2
50-6
00.0
00-2
8.50
028
.500
40.
000
0.00
0-4
99.8
000.
000
0.00
05
0.00
00.
000
-800
.000
0.00
00.
000
1019
.125
19.1
25-8
40.0
00-4
8.45
048
.450
110.
000
0.00
0-7
20.0
000.
000
0.00
012
0.00
00.
000
-960
.000
0.00
00.
000
815
.945
15.9
45-5
25.0
00-4
0.39
440
.394
919
.125
19.1
25-2
6.25
0-4
8.45
048
.450
3
.5.2
Lo
ad C
ombi
natio
n in
Foo
ting
Bot
tom
(With
Pie
r SW
)U
nit(
tonf
, to
nf-m
)
Ft.N
ame
Pr.N
ame
L.C
omb.
1
15.
625
5.62
5-4
66.1
45-2
2.68
822
.688
211
.250
11.2
50-1
28.1
25-4
5.37
545
.375
311
.250
11.2
50-7
09.3
75-4
5.37
545
.375
40.
000
0.00
0-6
21.2
790.
000
0.00
05
0.00
00.
000
-945
.833
0.00
00.
000
1019
.125
19.1
25-9
93.1
24-7
7.13
877
.138
110.
000
0.00
0-8
94.9
990.
000
0.00
012
0.00
00.
000
-113
4.99
90.
000
0.00
08
15.9
4515
.945
-652
.604
-64.
312
64.3
129
19.1
2519
.125
-179
.374
-77.
138
77.1
38
3
.5.3
Lo
ad C
ombi
natio
n in
Foo
ting
Bot
tom
Cen
ter (
With
Pie
r & F
ootin
g SW
) L
oad
Com
bina
tion
of E
last
ic C
ondi
tion
- C
.G. o
f Loa
d is
coo
rdin
ate
from
left
botto
m. U
nit :
mm
Uni
t( to
nf ,
tonf
-m )
Ft.N
ame
L.C
omb.
C.G
. of L
oads
15.
625
5.62
5-5
18.0
99-2
2.68
822
.688
5250
.0 ,
525
0.0
211
.250
11.2
50-1
90.4
69-4
5.37
545
.375
5250
.0 ,
525
0.0
311
.250
11.2
50-7
71.7
19-4
5.37
545
.375
5250
.0 ,
525
0.0
40.
000
0.00
0-6
90.5
230.
000
0.00
052
50.0
, 5
250.
0
50.
000
0.00
0-1
028.
959
0.00
00.
000
5250
.0 ,
525
0.0
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
FxFy
FzM
xM
y
F1
FxFy
FzM
xM
y
F1
FxFy
FzM
xM
y
F1
Pag
e 12
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
Loa
d C
ombi
natio
n of
Ulti
mat
e C
ondi
tion
- C
.G. o
f Loa
d is
coo
rdin
ate
from
left
botto
m. U
nit :
mm
Uni
t( to
nf ,
tonf
-m )
Ft.N
ame
Sec.
Na
L.C
omb.
C.G
. of L
oads
S1
1019
.125
19.1
25-9
93.1
24-7
7.13
877
.138
5250
.0 ,
525
0.0
110.
000
0.00
0-8
94.9
990.
000
0.00
052
50.0
, 5
250.
0
120.
000
0.00
0-1
134.
999
0.00
00.
000
5250
.0 ,
525
0.0
815
.945
15.9
45-6
52.6
04-6
4.31
264
.312
5250
.0 ,
525
0.0
919
.125
19.1
25-1
79.3
74-7
7.13
877
.138
5250
.0 ,
525
0.0
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
FxFy
FzM
xM
y
F1
Pag
e 13
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
4. C
HEC
K O
F ST
AB
ILIT
Y 4
.1 C
HEC
K O
F SL
IDIN
G
Form
ula
:
Fz +
P.F
F
x2 +
Fy2
> F
s =
> O
K
(Bi-A
xial
)
P.F
= P
assi
ve F
orce
(ap
ply
only
in c
ase
chec
ked
pass
ive
forc
e, m
ark
by P
)U
nit (
tonf
)
Ft.N
ame
Dir.
L.C
omb.
Fs(i)
Res
ult
F1B
i-Axi
al
11.
5
21.
5
31.
5
41.
5
51.
5
4.2
CH
ECK
OF
OVE
RTU
RN
ING
MO
MEN
TFo
rmul
a : ( M
ry / M
oy
or M
rx / M
ox) >
OV
M(i)
=>
OK
Uni
t ( to
nf-m
)
Ft.N
ame
Dir.
L.C
omb.
OVM
(i)R
esul
t
F1
X
11.
5O
K
21.
5O
K
31.
5O
K
41.
5O
K
51.
5O
K
Y
11.
5O
K
21.
5O
K
31.
5O
K
41.
5O
K
51.
5O
K
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved(
Fz +
P.F
) /
Fx2 +
Fy
2
0.35
518
.1 /
7.95
= 2
2.8
OK
0.35
190
.47
/ 15.
91 =
4.1
9O
K
0.35
771
.72
/ 15.
91 =
16.
98O
K
Fx2 +
Fy2
= 0
, Th
en N
/A
OK
Fx2 +
Fy2
= 0
, Th
en N
/A
OK
Mry
/ M
oy =
OVM
or
Mrx
/ M
ox =
OVM
2720
.02
/ 22.
69 =
119
.89
999.
96 /
45.3
8 =
22.0
4
4051
.53
/ 45.
38 =
89.
29
Mo
= 0
, The
n N
/A
Mo
= 0
, The
n N
/A
2720
.02
/ 22.
69 =
119
.89
999.
96 /
45.3
8 =
22.0
4
4051
.53
/ 45.
38 =
89.
29
Mo
= 0
, The
n N
/A
Mo
= 0
, The
n N
/A
Pag
e 14
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
4.3
CH
ECK
OF
CO
NTA
CT
PRES
SUR
E
4
.3.1
Con
tact
Pre
ssur
e Fo
rmul
a fr
om A
PI 6
50 (T
ank_
1) *
Tot
al v
ertic
al p
ress
ure
load
s at
bot
tom
of f
ootin
g by
ver
tical
load
ing
P1
= [(
Em
pty
Wt.
- Ste
el B
otto
m W
t.) +
FD
N.W
t. +
( Tes
t or O
pera
tion
Wt.
- Em
pty
Wt.
) A
2 / A
3 ] /
A1
* T
otal
ver
tical
pre
ssur
e lo
ads
at b
otto
m o
f foo
ting
by o
vertu
rnin
g m
omen
t loa
ding
P2
= 1.
273
Mx2 +
M
y2
Dp2
Fw
id (B
i-Axi
al)
P3
= [ (
Tes
t or O
pera
tion
Wt.
- Em
pty
Wt.
)
+ S
teel
Bot
tom
Wt.
] / A
3 + s
1 h
1 + s
2 h
2 (
Che
ckin
g of
pre
ssur
e in
side
the
ring
wal
l und
er th
e so
il)
Qm
ax =
Max
( P
1 +
P2
, P3
)S
teel
Bot
tom
Wt.
= D
p2
/ 4
Bth
k W
tu S
W L
oad
Fact
or W
tu =
Ste
el U
nit W
eigh
t (7.
85 to
nf/m
3 )A
1 =
( D2 -
d2 )
/ 4A
2 =
( Dp2 -
d2 )
/ 4A
3 =
Dp2
/ 4
Dp =
Out
er D
iam
eter
of E
quip
men
t Bot
tom
D =
Out
er D
iam
eter
of F
ootin
gd
= in
ner D
iam
eter
of F
ootin
gF w
id =
D/2
- d/
2 B
thk =
Thi
ckne
ss o
f Eq'
t Bot
tom
Pla
te
4
.3.2
Inp
ut D
ata
Ft.N
ame
F1
4
.3.3
Pre
ssur
e C
heck
- Q
a =
Soi
l bea
ring
capa
city
- U
c =
Upl
ift A
llow
able
cap
acity
-
XY
-Dire
ctio
n (B
i-Axi
al)
Uni
t( to
nf ,
tonf
-m ,
tonf
/m2 )
Ft.N
amL.
Com
q1q2
cicj
Qm
axQ
aC
ont.A
.RR
esul
t
F1
1 2 3 4 5
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Af (
m2 )
F l (m
)F w
(m )
I x (m
4 )I y
(m4 )
86.5
9010
.500
10.5
0059
6.66
0259
6.66
02
5.58
46.
383
0.00
010
.500
6.4
100
/ 80
%O
K12
.0
1.40
12.
998
0.00
010
.500
3.0
100
/ 80
%O
K12
.0
8.11
49.
711
0.00
010
.500
9.7
100
/ 80
%O
K12
.0
7.97
57.
975
0.00
010
.500
8.0
100
/ 80
%O
K12
.0
11.8
8311
.883
0.00
010
.500
11.9
100
/ 80
%O
K12
.0
Pag
e 15
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
5. D
ESIG
N O
F FO
OTI
NG
5.1
DES
IGN
MO
MEN
T A
ND
SH
EAR
FO
RC
EFo
otin
g de
sign
is in
acc
orda
nce
with
unl
timat
e st
reng
th m
etho
d at
foot
ing
botto
m.
Cal
cula
ted
tota
l pie
r loa
d as
Q
=
Fz -
Sel
f Wei
ght F
acto
r (S
oil W
eigh
t + F
ootin
g W
eigh
t)Ft
.Nam
e : F
ootin
g N
ame
, S
ec.N
ame
: Stri
p N
ame
for F
ootin
g R
einf
orce
men
t Des
ign
Dir.
: D
irect
ion
, L
.Com
b. :
Load
Com
bina
tion
Inde
x ,
Sl o
r Sw
: S
trip
X o
r Y w
idth
5
.1.1
Dat
aU
nit(
mm
, to
nf ,
tonf
-m )
Ft.N
ame
Sec.
Na
Dir.
L.C
omb.
Fl o
r Fw
Sl o
r Sw
F1
S1
X
1010
500.
0010
500.
0099
3.12
477
.14
993.
124
1110
500.
0010
500.
0089
4.99
90.
0089
4.99
9
1210
500.
0010
500.
0011
34.9
990.
0011
34.9
99
810
500.
0010
500.
0065
2.60
464
.31
652.
604
910
500.
0010
500.
0017
9.37
477
.14
179.
374
S1
Y
1010
500.
0010
500.
0099
3.12
4-7
7.13
899
3.12
4
1110
500.
0010
500.
0089
4.99
90.
000
894.
999
1210
500.
0010
500.
0011
34.9
990.
000
1134
.999
810
500.
0010
500.
0065
2.60
4-6
4.31
265
2.60
4
910
500.
0010
500.
0017
9.37
4-7
7.13
817
9.37
4
5
.1.2
Des
ign
Para
met
ers
Yie
ld S
treng
th -
D9
~ D
16 :
f y1 ,
D19
~ :
f y2f_
cl :
Cle
ar C
over
for e
dge
of fo
otin
g re
info
rcem
ent
f_cl
t : C
lear
Cov
er fo
r top
of f
ootin
g re
info
rcem
ent
f_cl
b : C
lear
Cov
er fo
r bot
tom
of f
ootin
g re
info
rcem
ent
Loc.
: Lo
catio
n of
Crit
ical
Poi
nt fr
om le
ft si
de o
f foo
ting
Uni
t(kgf
/cm
2 ,mm
)
fck
fy1
fy2
f_cl
f_cl
tf_
clb
0.9
0.75
210.
0030
00.0
030
00.0
050
.050
.0
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
FzM
Q
80.0
(Fle
xure
)(S
hear
)
Pag
e 16
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
5.2
RIN
G W
ALL
DES
IGN
5
.2.1
Rin
g W
all F
orm
ula
Def
initi
ons,
W :
Wei
ght o
f tan
k sh
ell p
lus
the
tribu
tary
wei
ght
of a
con
e ro
of p
er fe
et o
f circ
umfe
renc
e (to
nf/m
)N
: Th
ickn
ess
of ta
nk s
hell
plat
eB
PT
: Bot
tom
Pla
te T
hick
ness
D :
Tank
dia
met
er
: A
ngle
of i
nter
nal f
rictio
n of
soi
lH
: H
eigh
t of t
ank
(Hei
ght o
f liq
uid)
h : H
eigh
t of r
ing
wal
lh1
,h2
: Fill
ing
mat
eria
l hei
ght o
f rin
g w
all
s1,
s2 :
Uni
t wei
ght o
f soi
l und
er ta
nk (t
on/m
3 )
s =
s
1 h
1 + s
2 h
2 h
1 +
h2
q =
Uni
t wei
ght o
f tan
k flu
id (t
on/m
3 ) c
= U
nit w
eigh
t of c
oncr
ete
(ton/
m3 )
F =
Rad
ial o
utw
ard
forc
e on
ring
wal
lT
= A
xial
tens
ion
in ri
ng
Ko
= R
est E
arth
Pre
ssur
e C
oeffi
cien
t
Min
imum
requ
ired
thic
knes
s of
ring
wal
lTh
e ce
nter
-to-c
ente
r dia
met
er o
f rin
g w
all i
s eq
ual t
o th
e no
min
al ta
nk d
iam
eter
.Th
e ta
nk d
iam
eter
is 4
572m
m o
r mor
eIf
abov
e as
sum
ptio
ns a
re n
ot a
pplic
able
, an
alte
rnat
e fo
unda
tion
type
sha
ll be
use
d.
W =
Em
ptyL
oad
- Bot
tom
Pla
te W
eigh
t
tank
dia
met
er
(to
nf/m
)
Bot
tom
Pla
te W
eigh
t = 7
.85(
tonf
/m3 )
Bot
tom
Pla
te T
hick
ness
B
otto
m P
late
Are
a
t.cal
=
2
W
q
H -
2 h
(
c -
s)t.m
in =
Min
imum
wal
l thi
ckne
ss =
12
int.u
sed
= U
ser i
nput
wal
l thi
ckne
ss (m
m)
Hor
izon
tal r
einf
orce
men
t of r
ingw
all
FP
u 1
Pu 2
Pu 3
Pu 4
Tank
q H
s1
s2
h1 h2
t
F
T T
D
Pu 1
= k
o (
h1 +
h2
) q
H
Pu 2
= 1
/2
ko s
1 h
12
Pu 3
= k
o s
1 h
1 *
h2P
u 4 =
1/2
ko
s
2 h
22
F =
Pu 1
+ P
u 2 +
Pu 3
+ P
u 4T
= 1/
2 F
D
, th
e F(
horiz
onta
l for
ce) c
ause
s a
hoop
tens
ion
in th
e rin
g w
all
Req
'd A
s =
Load
Fac
tor
T
f y
,
= 0.
9
Req
'd A
s m
ust n
ot b
e le
ss th
an th
at re
quire
d fo
r tem
pera
ture
& s
hrin
kage
rein
forc
emen
t.fa
c : S
hrin
kage
And
Tem
pera
ture
Fac
tor
Rei
nfor
cem
ent i
s m
ore
than
600
00 p
si a
nd D
9 ~
D16
......
......
.....f
ac =
0.0
02el
se c
ase.
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.fac
= 0.
0025
As.
Min
= fa
ctor
s (B
y D
esig
n C
ode)
rin
gwal
l cro
ss s
ectio
n ar
eaR
eq'd
As
= R
equi
red
stee
l are
a to
resi
st e
ntire
axi
al te
nsio
n
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Pag
e 17
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
Ver
tical
rein
forc
emen
t of r
ingw
all
Mu
= Lo
ad F
acto
r (
Pu 1
1/2
( h
1 +
h2 )
+ P
u 2 (1
/3
h1 +
h2
) + P
u 3 1
/2
h2 +
Pu 4
1/3
h2
)
Sel
ecte
d A
s =
Max
( fa
cb
h ,
. req
bd
, Min
( 1.
333 .
req
bd
, Max
( 20
0 f yb
d ,
3f ck f y
bd
) ) )
fac
: Shr
inka
ge A
nd T
empe
ratu
re F
acto
rR
einf
orce
men
t is
mor
e th
an 6
0000
psi
and
D9
~ D
16...
......
......
..fac
= 0
.001
2el
se c
ase.
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.fac
= 0.
0015
Rn
= M
u b
d2 ,
= 0.
9 ,
.re
q =
0.85
fck
fy( 1
- 1
- 2R
n0.
85fc
k)
As m
ax =
0.7
5 b
bd
b =
0.8
5 1
f ck f y 0
.003
E
s
0.0
03
Es +
f yIf
Sele
cted
As
< U
sing
As
< A
s max
, th
en O
K!!
Whe
n Fd
n ty
pe is
blo
ck, S
elec
ted
As
= fa
cb
h
5
.2.2
Che
ck o
f Min
imum
requ
ired
Thic
knes
s &
Rei
nfor
cem
ent o
f rin
gwal
l F
ootin
g N
ame
: F1
G
roup
Type
: Ta
nk_1
Inpu
t Dat
a
Hor
. Bar
Ver.
Bar
Ko
Load
F.
1050
0.00
400.
0030
00.0
030
00.0
02.
400.
500
1.4
Inpu
t Equ
ipm
ent D
ata
8500
1020
0.00
6.00
8.00
0.30
00.
400
1.10
1.20
1.00
Res
ult o
f Thi
ckne
ss
Res
ult
0.80
215.
0530
4.80
500.
00
Res
ult o
f Hoo
pten
sion
Res
ult
3.70
915
.762
22.0
678.
173
13.7
5031
.416
Res
ult o
f Ver
tical
Rei
nfor
cem
ent
Res
ult
1000
.00
444.
005.
752.
795.
653.
7511
2.28
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Dia
(mm
)h
(mm
)H
or. f
y (k
gf/c
m2 )
Ver.
fy (k
gf/c
m2 )
rc(to
n/m
3 )
D20
@ 3
00 m
mD
12@
200
mm
Dia
(mm
)H
(mm
)N
(mm
)B
PT(m
m )
h1(m
)h2
(m )
s1(to
n/m
3 )s2
(ton/
m3 )
q(to
n/m
3 )
W(to
nf/m
)t.C
al(m
m )
t.Min
(mm
)t.U
sed
(mm
)
OK
F(to
nf/m
)T
(tonf
)Tu
(tonf
)A
s.re
q(c
m2 )
As.
Min
(cm
2 )A
s.U
sed
(cm
2 )
OK
b (m
m)
d (m
m)
F (to
nf)
Mu (
tonf
-m)
As.
Use
d(c
m2 )
As.
Sele
cted
(cm
2 )A
s.M
ax(c
m2 )
OK
Pag
e 18
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
5.3
REQ
UIR
ED R
EIN
FOR
CEM
ENT
5
.3.1
Rei
nfor
cem
ent F
orm
ula
- Shr
inka
ge A
nd T
empe
ratu
re R
einf
orce
men
t
----
AC
I CO
DE
7.1
2.2
As
As 1
= fa
cb
h
, fa
c =
follo
win
g A
rea
of s
hrin
kage
and
tem
pera
ture
rein
forc
emen
t sha
ll pr
ovid
e at
leas
t the
follo
win
g ra
tio
of r
einf
orce
men
t are
a to
gro
ss c
oncr
ete
area
, but
not
less
than
0.0
014
(a
) Sla
bs w
here
Gra
de 4
0 or
50
defo
rmed
bar
s ar
e us
ed...
......
......
......
......
......
......
......
......
......
......
......
...0.
0020
(b
) Sla
bs w
here
Gra
de 6
0 de
form
ed b
ars
or w
elde
d w
ire re
info
rcem
ent a
re u
sed.
......
......
......
......
......
.....0
.001
8
(c) S
labs
whe
re re
info
rcem
ent w
ith y
ield
stre
ss e
xcee
ding
60,
000
psi m
easu
red
at a
yie
ld
st
rain
of 0
.35
perc
ent i
s us
ed ..
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.....
0.00
18 6
0,00
0f y
- Req
uire
d R
einf
orce
men
t by
Ana
lysi
s
A
s A
s 2 =
. re
qb
d- A
t eve
ry s
ectio
n of
flex
ural
mem
bers
whe
re te
nsile
rein
forc
emen
t is
requ
ired
As
(As 5
= 3
f ck f yb w
d) (A
s 4 =
200 f y
bd)
----
AC
I Eq
(10-
3)
- The
requ
irem
ents
of E
q (1
0-3)
nee
d no
t be
appl
ied,
if e
very
sec
tion
As
prov
ided
is
at l
east
one
-thi
rd g
reat
er th
en th
at re
quire
d by
ana
lysi
s
--
-- A
CI C
OD
E 1
0.5.
3
A
s 3 =
1.3
33
. req
bd
As m
ax =
0.7
5 b
bd
b =
0.8
5 1
f ck f y 0
.003
E
s
0.0
03
Es +
f y
S
elec
ted
As
= M
ax (
As 1
, A
s 2 ,
Min
( A
s 3 ,
Max
( A
s 4 ,
As 5
) ) )
If Se
lect
ed A
s <
Usi
ng A
s <
As m
ax ,
then
OK
!!
Not
e : T
he re
info
rcem
ent i
s ca
lcul
ated
bas
es o
n th
e m
axim
um m
omen
t und
er th
e fo
unda
tion
in e
ach
dire
ctio
n.B
ut, t
he 'I
SO
' , 'O
CT'
, 'H
EX
' , 'C
OM
B' ,
'TA
NK
1' fo
unda
tions
are
cal
aula
ted
as fa
ce p
ier
Whe
re,
Rn
= M
u b
d2 ,
= 0.
9 ,
.re
q =
0.85
fck
fy( 1
- 1
- 2R
n0.
85fc
k)
5
.3.2
Che
ck o
f Foo
ting
Rei
nfor
cem
ent
Foo
ting
Nam
e : F
1
Gro
upTy
pe :
Tank
_1 -
X d
irect
ion
(Uni
t Wid
th)
Sec.
Nam
L.C
omb.
Usi
ng B
ar (m
m)
Wid
th b
(m)
d (c
m)
S1
9to
p5.
250
1.00
034
.400
5.65
5
12bo
tom
9.23
81.
000
31.0
0015
.708
Sec.
Nam
L.C
omb.
S1
9to
p-
-
12bo
ttom
6.28
60.
0021
Sec.
Nam
L.C
omb.
S1
9to
p4.
000
--
16.1
2413
.218
86.9
89
12bo
ttom
4.00
06.
615
8.81
714
.530
11.9
1278
.391
Sec.
Nam
L.C
omb.
Res
ult
S1
9to
p5.
655
4.00
0
12bo
ttom
15.7
088.
817
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Loc.
(m)
As
(cm
2 )5
- D12
@ 2
00
5 - D
20 @
200
Mu
(tonf
-m)
Rn
. Req
-
5.43
7
As 1
(cm
2 )A
s 2(c
m2 )
As 3
(cm
2 )A
s 4(c
m2 )
As 5
(cm
2 )A
s max
(cm
2 )
Sele
ct A
s(cm
2 )U
sing
As(
cm2 )
OK
OK
Pag
e 19
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
- Y
dire
ctio
n (U
nit W
idth
)
Sec.
Nam
L.C
omb.
Usi
ng B
ar (m
m)
Wid
th b
(m)
d (c
m)
S1
9to
p5.
250
1.00
032
.400
5.65
5
12bo
tom
9.23
81.
000
29.0
0015
.708
Sec.
Nam
L.C
omb.
S1
9to
p-
-
12bo
ttom
7.18
30.
0024
Sec.
Nam
L.C
omb.
S1
9to
p4.
000
--
15.1
8612
.450
81.9
31
12bo
ttom
4.00
07.
090
9.45
013
.593
11.1
4373
.334
Sec.
Nam
L.C
omb.
Res
ult
S1
9to
p5.
655
4.00
0
12bo
ttom
15.7
089.
450
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Loc.
(m)
As
(cm
2 )5
- D12
@ 2
00
5 - D
20 @
200
Mu
(tonf
-m)
Rn
. Req
-
5.43
7
As 1
(cm
2 )A
s 2(c
m2 )
As 3
(cm
2 )A
s 4(c
m2 )
As 5
(cm
2 )A
s max
(cm
2 )
Sele
ct A
s(cm
2 )U
sing
As(
cm2 )
OK
OK
Pag
e 20
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
5.4
ON
E W
AY
SHEA
R F
OR
CE
5
.4.1
One
-Way
She
ar F
orm
ula
AC
I 318
-05
CO
DE
11.
3.1.
1 -
For
mem
bers
sub
ject
to s
hear
and
flex
ure
only
. -
V
c = 0
.75
2
f ck
B'w
d
(e
q 11
-3)
- V
u <=
V
c , th
en O
K!!
5
.4.2
Che
ck o
f One
-Way
She
ar
Foo
ting
Nam
e : F
1
Gro
upTy
pe :
Tank
_1
P
ileTy
pe :
Fals
e
1050
0
9548
9548
Uni
t : m
m
- X
dire
ctio
n O
ne-W
ay S
hear
(Uni
t Wid
th)
Sec.
Nam
L.C
omb.
Res
ult
S1
1095
4831
010
0017
.867
7.49
5O
K
1195
4831
010
0017
.867
6.41
9O
K
1295
4831
010
0017
.867
8.14
OK
895
4831
010
0017
.867
4.99
1O
K
995
4831
010
0017
.867
1.65
9O
K
- Y
dire
ctio
n O
ne-W
ay S
hear
(Uni
t Wid
th)
Sec.
Nam
L.C
omb.
Res
ult
S1
1095
4829
010
0016
.714
7.49
5O
K
1195
4829
010
0016
.714
6.41
9O
K
1295
4829
010
0016
.714
8.14
OK
895
4829
010
0016
.714
4.99
1O
K
995
4829
010
0016
.714
1.65
9O
K
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
Loc.
(mm
)d
(mm
)B
w(m
m)
Vc(to
nf)
Vu(to
nf)
Loc.
(mm
)d
(mm
)B
w(m
m)
Vc(to
nf)
Vu(to
nf)
Pag
e 21
Cal
cula
tion
Shee
tof
Foun
datio
n
Pro
ject
Na.
: 12
10-V
21 N
O.2
HX
TA
NK
Pro
ject
No.
: C
C-1
4003
Clie
nt :
UB
E C
HE
MIC
AL.
..
5.5
TW
O W
AY
SHEA
R F
OR
CE
5
.5.1
Tw
o-W
ay S
hear
For
mul
a
V
u = F
z S
hade
Rat
io
(a
)
Vc1
= 0
.75
2
(1 +
2/
c) f c
k b
o d
(
eq 1
1-33
) <
- Vc1
(b)
Vc2
= 0
.75
2
(1 +
s d
/ 2
b o)
f ck
bo
d
(eq
11-3
4)
<- V
c2
(c
)
Vc3
= 0
.75
4
f ck
bo
d
(e
q 11
-35)
<
- Vc3
V
c =
Min
( V
c1 ,
Vc2
,
Vc3
)
A
CI 3
18-0
5 C
OD
E 1
1.12
.2.1
Vu V
c , th
en O
K
w
here =
ratio
of l
ong
side
to s
hort
side
of t
he c
olum
n, c
once
ntra
ted
load
or r
eact
ion
area
s =
40
for i
nter
ior c
olim
ns
= 3
0 fo
r edg
e co
lum
ns
= 2
0 fo
r cor
ner c
olum
ns
b o
= p
erim
eter
of c
ritic
al s
ectio
n
Sha
de R
atio
= F
ootin
g A
rea
- Pun
chin
g A
rea
Foo
ting
Are
a
5
.5.2
Che
ck o
f Tw
o-W
aySh
ear
1050
0
1
Ft.N
ame
F1Pu
nchi
ng A
rea
Pr.N
ame
1R
atio
Sha
de
Shap
eC
ircle
Wal
l
L.C
omb.
12
Pl90
00 m
m
Pw90
00 m
m
bo /
d29
236.
49 /
310
mm
Vu
1 / 4
0R
esul
t
2/2
6/20
15
Cop
yrig
ht (c
) GS
E&
C. A
ll R
ight
s R
eser
ved
c /
s
Vc1
Vc2
Vc3
Vc
6796
59.6
00 c
m2
0.21
5
1567
.117
tonf
633.
149
tonf
1044
.745
tonf
633.
149
tonf
244.
120
tonf
OK
