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Document Number XXX-XXX-EN-VSS-C-XXX
Revision 0
Applicability XXXXXXX
Document Type Spread Sheet
Analysis and Desin o! "oundation !or Vertical Vessel as per
REV$S$'N ( A##R'VA) *$ST'R+
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Document Number XXX-XXX-EN-VSS-C-XXX
Revision 0
Applicability XXXXXXX
Document Type Spread Sheet
C'NTENTS
#.R#'SE
/ SC'#E
% DE"$N$T$'NS AND ACR'N+S
3.1 Definitions
3.2 Acronyms
1 RE"ERENCES
& RES#'NS$2$)$T+ 3 A.T*'R$T+
4 DESCR$#T$'N '" ACT$V$T$ES5 REC'RDS
6 A##END$CES
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Document Number XXX-XXX-EN-VSS-C-XXX
Revision 0
Applicability XXXXXXX
Document Type Spread Sheet
/70 SC'#E
Tis s"rea#seet can $e %se# for analysis an# #esign of fo%n#ation for &ertical &essel for te
Refer s"rea#seet
Refer s"rea#seet
Refer s"rea#seet
170 RE"ERENCES
Refer s"rea#seet
&70 RES#'NS$2$)$T+ 3 A.T*'R$T+
Not A""lica$le
470 DESCR$#T$'N '" ACT$V$T$ES
Refer s"rea#seet
570 REC'RDS
70 #.R#'SE
Tis s"rea#seet is "re"are# for te analysis an# #esign of fo%n#ation for &ertical &essel asSee seet ,-ser an%al, for f%rter #etails.
%70 DE"$N$T$'NS AND ACR'N+S
%7 De!initions
%7/ Acronyms
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Document Number XXX-XXX-EN-VSS-C-XXX
Revision 0
Applicability XXXXXXX
Document Type Spread Sheet
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#$# STE0%%&0
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%
%
%
3
3
%
%
%%
%
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"ro'ect.
er ()( ST*0033+0.
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Document Number XXX-XXX-EN-VSS-C-XXX
Revision 0
Applicability XXXXXXX
Document Type Spread Sheet
Spreadsheet Users Manual
Analysis and Design of Foundation for Vertical Vessel as per PIP STE0330
!" Introduction#
This spread sheet is developed for analysis and design of foundation for Vertical Vessel as per PIP STE03
$" Assu%ptions #a) Analysis of Vertical Vessel oundation is carried out in accordance !ith PIP STE 03350
") oundation is designed as #igid oundation resting on soil. $earing pressure "elo! the
foundation is considered to "e linear in nature.
c) Applied forces are considered at top of Pedestal
d) T!isting effect on Pedestal is not considered in design.
e) Passive pressure is not considered .
f) Value of %esign &o&ent in any direction is the a"solute su& of &o&ent developed andthe &o&ent due to hori'ontal force in sa&e direction to get conservative value.
There are si( nos of sheets including sers *anual. +Input+ is for enter the loading data and ge&etrical inout the analysis of the foundation "ased on the Input and there"y is used for si'ing the foundation.+%esignfoundation depth and reinforce&ent as per $S -ode. +Su&&ary+ higlight the results of the analysis and dvessel.
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550.
uts. +Si'ing,sta"ility+ carries+ is used for design of thesign of foundation of vertical
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Project: XXXX
Client: XXXX
Project No:XXXX
Title:XXXX2.0 INPUT DATA FOR FOUNDATION SUPPORTING VERTICAL VESSELS
Three types of foundations are considered here
Foundation Type 1 Octagonal base slab with octagonal pedestal
Foundation Type 2 Octagonal base slab with square pedestal
Foundation Type Octagonal base slab with no pedestal
3.521 m
1.66m
! "#$
% "&.'$
FOUNDATION T(PE 1
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Project: XXXX
Client: XXXX
Project No:XXXX
Title:XXXX
D) "
2.300
t*
1.250
S+ETC, OF FOUNDATION T(PE AND GEO-ETR(
Select the tye of fo!n"ation #y clic$ing the ra"io #!tton.
1.00 Tye of %o!n"ation Foundation Type 1
Note:& %o!n"ation tye 3 con'i't' of a 'imle octagonal 'la# (itho!t e"e
2.1 An/o %ot Data For Infor
Nu$!e o) An/o %ot* " 1 Nos Type o) An
An/o %ot Dia mm Gade o) %
%ot Cie dia$ete " )C* .'00 m Poy*tyen
Oute Dia$ete o) %a*e Pate " 1.200 m
%a*e Pate 4idt/ " 00 mm
2.2 Foundation Geo$eti Data
4idt/ o) Pede*ta 5!6 " #.00 m -ini$u$(Ignore Input for Type !" Criteria
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Project: XXXX
Client: XXXX
Project No:XXXX
Title:XXXXO7A dept/ o) )dn.5D)6 " 2. m
Pede*ta po9etion a!o:e Gound5y6 " 0.0 m Chec$ for
2. Ve**e Data ;<
TA%LE < 1E$pty =ei3/t o) :e**e " 1'>.&? $N
4t o) :e**e duin3 eetion " 1?0.00 $N
Opeatin3 4t.o) Ve**e " 20>?.>2 $N * ,mty
4t.o) :e**e 5/ydo
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Project: XXXX
Client: XXXX
Project No:XXXX
Title:XXXX4ind */ea duin3 /ydo te*t7up*et " ' #N 50 -
Sei*$i $o$ent duin3 opeation " >0& #Nm
Sei*$i */ea duin3 opeation " 2>> #N
Sei*$i $o$ent :e**e e$pty " $%0$.00 #Nm
Sei*$i */ea Ve**e e$pty " $0&.00 #N
E@ta $o$.due to pipin35i) any6" 0.00 #N.m
-o$ent due to noe oad 5opeation6" 0 #N.m
S/ea due to noe oad 5opeation6 " 0 #N
Vetia oad due to noe oad5ope.6 " 0.0 #N
2.' -ateia data
Den*ity o) onete " 2#
Den*ity o) !a8)iin3 *oi " 1&
Den*ity o) Fiepoo)in3 " 2#.00
2. RCC De*i3n data ;<
Cu!e *ten3t/ o) onete " 20
(ied *ten3t/ o) *tee " #20
Cea o:e to onete " '0 '
#N+m!
#N+m!
#N+m!
N+mm$
N+mm$
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Project: XXXX
Client: XXXX
Project No:XXXX
Title:XXXX
2.> Soi Data
Ao=a!e %eain3 Capaity o) *oi " 12'
Fition Coe)). !et=een *oi Con. " 0.
Dept/ o) Gound 4ate Ta!e " ' m (below F,-"
'0
S%C Inea*e Fato " 1.2
F.O.S a3ain*t o:etunin3 " 1.'
F.O.S a3ain*t *idin3 5no$a6 " 1.'
F.O.S a3ain*t *idin3 5te*t6 " 1.1
#N+m$
o) t/e !a8)i =ei3/t to !e on*ideed in *ta!iity
/e8* "
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Preare" )y: X7
Chec$e" )y: 8)C
/ate:592392016
e;i'ion: 81
FOUNDATION T(PE 2
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Preare" )y: X7
Chec$e" )y: 8)C
/ate:592392016
e;i'ion: 81
FOUNDATION T(PE
5ELEVATION6
'tal re'ting on 'oil
mation Only
/o %ot 35 mm
t* 4= $'i
Pu3 Dia " 0mm
P>P ST,03350 efer Cl 4.5.1.1
idt/ o) Pede*ta7%a*e Sa!
3
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Preare" )y: X7
Chec$e" )y: 8)C
/ate:592392016
e;i'ion: 81
3.?4 m
e"e'tal Si+e: O8
t Content -t Platform / Platform
t Te't %l!i" -t Platform / Platform
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Preare" )y: X7
Chec$e" )y: 8)C
/ate:592392016
e;i'ion: 81
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0
Project: XXXX Preare" )y:
Client: XXXX Chec$e" )y:
Project No: XXXX /ate:
Title:XXXX e;i'ion:
.0 Sta!iity and %eain3 Capaity Cauation*.1 Cauation )o *ta!iity o) )oundation unde :aiou* oad ondition*
Sta!iity auation
4 " ##0# 8N
A Duin3 Eetion ;<
5a6 O:etunin3 -t "0>.1 8N
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0
Project: XXXX Preare" )y:
Client: XXXX Chec$e" )y:
Project No: XXXX /ate:
Title:XXXX e;i'ion:
,ccentricity e * t9- 0.60= m
Sta!iity Ratio 5S.R.6 " !72e" =.59 2 A 0.60= * .?? H 1.' Foundation Safe
5!6 Sidin3
)a'e 'hear "!e to -in" %' * 4< $N
e'i'ting %riction %r * 0.36 A 4101.??5* 14.?& H 1.' Foundation Safe
D Unde ,ydo Te*t7Up*et Condition
5a6 O:etunin3
-in" moment *
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0
Project: XXXX Preare" )y:
Client: XXXX Chec$e" )y:
Project No: XXXX /ate:
Title: XXXX e;i'ion:
D;ert!rning oment t * 1 $N&m
,ccentricity e * t9- 0.1
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0
Project: XXXX Preare" )y:
Client: XXXX Chec$e" )y:
Project No: XXXX /ate:
Title:XXXX e;i'ion:
Dther loa" ca'e' are 'imilarly com!te" an" ta#!late" #elo( & T8), & 3
oa" com#ination
8t the to of the %"n 8t the %o!n"ation )ottom
1 /,mty- 165
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0
Project: XXXX Preare" )y:
Client: XXXX Chec$e" )y:
Project No: XXXX /ate:
Title:XXXX e;i'ion:
10 3413.== ?55.=0 63.60 6346.=1 1102.0= 0.020 123.64 ==.44 0.020 122.31 =?. 8N
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X7
8)C
2390592016
81
ght of o;er #!r"en 'oil an" (eight of ;e''el con'i"ere"
For Type!
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Page 2
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X7
8)C
2390592016
81
;odified 9ressure if e+ )0.1!$
91(flat" 101.1!9$(flat" &/.&%
#N+m$ #N+m$#N+m$ #N+m$
X7
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Page 2?of 54
X7
8)C
2390592016
81
emar$'
103.12 1?1.10 NO. 0.00 D.L. Safe
==.53 1?1.10 NO. 0.00 D.L. Safe
126.2= 1?1.10 NO. 0.00 D.L. Safe
110.1< 1?1.10 NO. 0.00 D.L. Safe
150.22 1?1.10 NO. 0.00 D.L. Safe
10=.2? 1?1.10 NO. 0.00 D.L. Safe
20.04 166.10 NO. 0.00 D.L. Safe
13
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Project: XXXX
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0
Project: XXXX
Client: XXXX
Project No: XXXX
Title: XXXX
#.0 RCC De*i3n o) t/e !a*e *a! and t/e pede*ta1
#.1 De*i3n o) )oundation < Type o) Foundation < 1
De*i3n -o$ent 5%ot. Rein).6 00.> 8N0 T/i* i* $in$. o) *tee J [email protected] Po9et ReB.6
Sacing reM!ire" * 26=.5 mm
Po:ide 20 dia !a J 1'0 $$ 7 at !otto$K ot/o3onay
Aea o) *tee po:ided " 20?# > 1170 O.K.
TOP REINFORCE-ENT
L * 132.=?0625 H10I691000H1.1
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0
Project: XXXX
Client: XXXX
Project No: XXXX
Title: XXXX
Sacing reM!ire" * 26=.5 mm
Po:ide 20 dia !a J 200 $$ 7 at topK ot/o3onay
Aea o) *tee po:ided " 1'>1 > 1170 O.K.
C,EC+ FOR S,EAR ;<
ONE 4A( S,EAR C,EC+
Ca*e 1; At )ae o) eBui:aent *Buae 5Cau*e .'.'.2 o) %S &110.08N7$hear stress(T8" * (1!:B1000"+(1000B1.1:B1000" * 0.11>9ermissible hear tress from table !. of 1101=;IN=(100
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0
Project: XXXX
Client: XXXX
Project No: XXXX
Title: XXXX
9erimeter$ (Foundation Type$" 0.00m
9erimeter! (Foundation Type!" 0.00m
9erimeter 13.25m
hear stress(T8" * 2?11.60=H1000913.25H1000H1.1
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0
Project: XXXX
Client: XXXX
Project No: XXXX
Title: XXXX
Load Co$!ination
At t/e Top o) t/e pede*ta At t/e !a*e o) Pede*ta
Fatoed A@ia Load Fatoed S/ea
8N 8N
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Chec$e" )y: 8)C
/ate: 592392016
e;i'ion: 81
4.4 of )S =110&1
4.4 of )S =110&1
Preare" )y: X7
Ch $ " ) 8)C
8/16/2019 Analysis Design Vertical Vessel Foundation as per PIP
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Page 36 of 54
Chec$e" )y: 8)C
/ate: 592392016
e;i'ion: 81
1.'d
d
Preare" )y: X7
Chec$e" )y: 8)C
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Page 3< of 54
Chec$e" )y: 8)C
/ate: 592392016
e;i'ion: 81
(inimum) OK
Preare" )y: X7
Ch $ " C
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Chec$e" )y: 8)C
/ate: 592392016
e;i'ion: 81
Re$a8
&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0
&00.00 O+ 0
Pe$i**i!e Ten*ieSte** in
Re!a
N7$$2
P j t XXXX
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0
Project: XXXX
Client: XXXX
Project No: XXXX
Title:XXXX
'.0 Su$$ay o) e*ut*
S No Ite$
1 Sta!iity C/e8 At. F.O.S -in. F.O.S
O:etunin3
1.1 Krection !0.0 1.%0
1.$ Kmpty /. 1.%0
1.! Operating &.&! 1.%0
1.& Test $&.&! 1.%0
Sidin3
1.% Krection !!.:! 1.%0
1./ Kmpty !1.&$ 1.%0
1.: Operation :. 1.%0
1. Test !%.! 1.10
$ %eain3 Capaity
$.1 1%0.$$ 1/.00
$.$ $0.0& 1/1.00
! S/ea C/e8
ONE 4A( S,EAR
Go**
pe**ue
58N7$26
Ao= 3o**
pe** 58N7$26
,ross earing 2apacity
(4ith wind+seismic load",ross earing 2apacity
(4ithout wind+seismic load"Ao= */ea
*te** 5N7$$26
! % 0 1 0 $%hear stress(
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!.% 0.1 0.$%
&.0 Rein)oe$ent De*i3n
&.1 teel at bottom of fdn 11:0 $0&
&.$ teel at top of fdn 11:0 1%:1
&.! teel in pedestal %%$ /0!1
hear stress(
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Preare" )y: X7
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Preare" )y: X7
Chec$e" )y: 8)C
/ate:592392016
e;i'ion: 81
Re$a8*
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
Foundation Sa)e
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O8.
O8.
O#.
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K
Project: XXXX Pre
Client: XXXX Che
Project No: XXXX
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0
Project No: XXXX
Title:XXXX
Anne@ue I; C/e8 )o An/o %ot Foe*
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K
re" )y:X7
$e" )y: 8)C
/ate: 592392016
e;i'ion:81
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e;i'ion:81
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