Analysis Design Vertical Vessel Foundation as per PIP

8/16/2019 Analysis Design Vertical Vessel Foundation as per PIP

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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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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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/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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#$# STE0%%&0


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%

%

3

3

%

%

%%

%


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er ()( ST*0033+0.


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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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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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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




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




Title: XXXX e;i'ion:

D;ert!rning oment t * 1 $N&m

,ccentricity e * t9- 0.1


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0




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




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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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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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


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/ate: 592392016

e;i'ion: 81

1.'d

d

Preare" )y: X7

Chec$e" )y: 8)C


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(inimum) OK

Preare" )y: X7

Ch $ " C


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/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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/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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Analysis Design Vertical Vessel Foundation as per PIP

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