SKID CALC

SKID CALCULATION CALCULATION SHEET Customer Contract No. Project Item !a- No

: : : : :

MEDCO E&P INDONESIA 0 KONEN AS S!A!ION PIPIN P'AN ()E' AS S*S!EM KNM/(1 & KNMA23A4/

Revision Date Pre"are $% C+ec,e $% A""rove

%$: : : : :

0 ## # ## N (' P2N

Reference : Pressure Vessel Handbook Eu!ene "# $e!%es% 5( 67 8 97 SA1 $a&er'al (#

CENTER CEN TER O" )RA )RAVIT VIT* * +CO) +CO),, "OR "OR ALL ALL PIPE PIPE SPO SPOOL OL a# SECT SECTION ION I +)AS +)AS SCRU--ER SCRU--ER . PIPIN), PIPIN),

CO)

/

0

0.;3 m

*

0

.<10 m

5EI=!

b# SECTION II +"UEL )AS A "IL "ILTER TER . PIPIN),

CO)

0 /

0

3.00 m

*

0

.9>0 m

5EI=!

c# SECT SECTION ION III +"UEL +"UEL )AS )AS - . PIPIN), PIPIN),

CO)

>00. >00.00 000 0 K-

0

1>0. 1>0.00 000 0 K-

/

0

3.<00 m

*

0

.300 m

5EI=!

0

190. 190.00 000 0 K-

/ TOTAL 1 2 TOTAL

?

303.000 KK -.m

* TOTAL TOTAL 1 2 TOTA TOTAL L

?

660.>00 KK -.m

2EI)HT TOTAL

?

((34#444 K-

CO)

/

0

(#566 M

*

0

(#784 M


: : : : :



%$: : : : :

0 ## # ## N (' P2N

(( CENTER O" )RAVIT* +CO), "RA$E SKID DETAIL 2EI)HT CO)

0

844 K

/

0

(#844 M

*

0

(#974 M

( CENTER O" )RAVIT* )RAVIT* +CO), "OR PA PACKA)E CKA)E ALL PIPE SPOOL

SKID DETAIL

2EI)HT TOTAL CO)

2#/

?

303.000

K.M

2#*

?

660.>00

K.M

2#/

?

990.000

K.M

2#/ TOTAL

0

97;#444

K.M

2#*

?

060.000

K.M

2#* TOTAL

0

364#744

K.M

0

(334#444

K)

?

99>6.6 @$s

/

0

(#584

$

?

(553#3 MM

?

;0.0;> in inc+

*

0

(#;88

$

?

(;85#5 MM

?

>6.>;0 in inc+


3

: : : : :



%$: : : : :

S&ruc&ural anal%s's for l'f&'n! cond'&'on Len!&< of S&ruc&ural $e=bers '

?

913.0

mm

?

;.0

in

'3

?

60.0

mm

?

;1.31

in

'9

?

113.0

mm

?

93.<<

in

'>

?

3;.0

mm

?

0>.00

in

(

?

99>6.619

@ $s

?

<<0.000

,-.

?

60.000

mm

?

;1.31

in

?

19;.6<<

mm

?

>1.0;

in

?

>3.0

mm

?

30.

in

#( Alon! 1 > a1's "

'3 a

$ '"

a ? 8  ' $ ? ' 3  a

!+e ma8imum $enin- moment oB t+e s,i is eua@ to eit+er t+e ma8imum $enin- moment at 8a8is M

m

or t+e ma8imum $enin- moment at %a8is M m3 +ic+ever is t+e -reater.

F . a . b M m 1 = L2

Ma8imum $enin- moment a@on- 8  a8is :

?

>9

i n @ $ s

# Alon! % > a1's "

a

$ '9

(

?

99>6.61

@ $s

'9

?

93.<<3

in

?

113.00

mm

?

>6.>;0

in

?

96;.<

mm

?

69.933

in

?

399.1

mm

a = y

b = L2 −a

0 ## # ## N (' P2N


: : : : :

MEDCO E&P INDONESIA 0 KONEN AS S!A!ION PIPIN P'AN ()E' AS S*S!EM KNbM=/ L ( a1 & KNMA23A4/ −

: : : : :

?

>96>

i n @ $ s

?

(7;(87

'n>lbs

2

F . a . b M m 2 = L2

Ma8imum $enin- moment at %  a8is :

$=a1#

!+ereBore ma8imum $enin- moment oB s,i at @iBtin- conition :

1


%$-end'n! s&ress and deflec&'on of sk'd 'n l'f&'n! cond'&'on 2" 9441(7416#713 == S,i materia@

SA>96

Num$er oB "ara@@e@ $eams

t +

?

9

*ie@ stress

N S%

?

96444

"si

A@@oa$@e@ $enin- stress

Sa

?

;444

"si

?

.91

in1

Minimum reuire section mou@us



M max Z MIN = S y N

%

s /eam Dimensions : 

?

300

mm

?

;.6;9

in.

%

?

60

mm

?

1.>0

in.

t

?

;.>

mm

?

0.3<>

in.

$

?

<0

mm

?

1.>91

in.

s

?

.1

mm

?

0.99>

in.

+

?

0

mm

?

.3<<

in.

( b −t ) ]

?

;.9<

in9

( b− t ) ] (6 d )

?

<.910

in1

?

3.<0E0;

"si

?

;.990

?

39>.9

"s i

Sb

?

Sa

OK

(

?

99>6.61

@$s.

' ? '3

?

;1.31

in.

a ? 8'

?

>1.0;

in.

$ ? '3  a

?

30.

in.

?

0.09

in.

$

+ ?   3s

[ bd I =

3

Moment oB Inertia

x

3

12

[ bd Z =

Section Mou@uis

−h

3

−h

x

3

E

Mou@us oB E@asticit%

[ (

A =bd − h b−t

Area

)]

/enin- Stress oB S,i in 'iBtin- Conition

S b= 9

M max

s.in.

Z x × N

Deflec&'on of sk'd 'n l'f&'n! cond'&'on# " a

/ > a1's b

R(

R L;

Ma8imum a@@oa$@e eB@ection

D a =

Fb 3 EI x L

√

( L

2

−b

)

2 3

3 2

2

Fa b Dd = 3 EI x L

0 ## # ## N (' P2N


: : : : :

MEDCO E&P INDONESIA 0 KONEN AS S!A!ION PIPIN P'AN ()E' AS S*S!EM KNM/(1 & KNMA23A24/2

Dd =

Actua@ eB@ection oB s,i in @iBtin- coniti on


%$Fa b 3 EI x L

: : : : :

?

0.0

in.

?

Da

OK

' ? '3

?

;1.31

in.

a?%

?

>6.>;

in.

$?'a

?

9.

in.

?

0.03<

in.

?

0.00;

in.

?

Da

OK

Dd

0 ## # ## N (' P2N

" a

b * > a1's

R(

R L

Ma8imum a@@oa$@e eB@ection

D a =

Fb 3 EI x L

√

( L

2

3 2

Actua@ eB@ection oB s,i in @iBtin- coniti on

)

2 3

−b

2

Fa b Dd = 3 EI x L Dd

>

Des'!n of L'f&'n! Lu!# Materia@

SA 1

Minimum %ie@ stren-t+ oB materia@ FS%G ?

1000

" si .

?

9900

" si .

A@@oa$@e S+ear Stress FSaG

S a =0 . 4 × S y

5ei-+t oB "i"in-  structura@ su""ort  ei-+t oB eui"ment

5

?

99>6.61

Num$er oB @u-s

N

?

9.00

'oa (actor

(

?

3.00

!+ic,ness oB @iBtin- @u- se@ecte

t

?

.00

in.

?

333<.93

@$s.

ertica@ 'oa

Pv =

An-@e $eteen S@in- 'oa an ertica@ 'oa S@in- 'oa

P s =

Pv

@$s.

cos

o

α

?

W × F N

@$s.

>

1>

90

;7

3106.0

3;3.3

3<0.10

9(7#85

α

)se t+e -reater va@ue oB P s

Ps

(or 99>< @$s @oa se@ect Brom !a$@e on "a-e < oB Pressure esse@ =an$oo, :

0

9(7#85

lbs#


: : : : :



%$: : : : :

S+ac,@e Pin Diameter Bor a @oa oB 1;> @$s.



?

0.6;>

in.

'u- =o@e Diameter

D

?

.000

in.

'u- Raius Fesi-neG

R

?

.>00

in.

?

0.

in.

Pa

?

1>3.6;

@$s.

A

?

6.00

in.

B

?

<.0

,i"s4in3

Reuire !+ic,ness oB 'u-

t r

Ps

=

2 S y

(

R

D

−

2

)

Selec&ed &<'ckness 's =ore &
7#( S&ren!&< of "'lle& 2eld of L'f&'n! Lu!# A@@oa$@e Concentrate A8ia@ 'oa P a ? Ps 'en-t+ oB 5e@ A@@oa$@e 'oa on 5e@ 'oa on (i@@et 5e@

Pa × F

?

0.;66

,i"[email protected]

?

0.063

in.

?

4#944

'n#

?

13900

"si.

Ps

?

1 1>3.6;

@$s.

'en-t+ oB Pin Contact @ ? @u- t+ic,ness t

@

?

.000

in.

S+ac,@e "in iameter



?

0.6;>

in.

?

101

" si .

?

Sb

OK

W =

A w×10

(i@@et 5e@ 'e- Dimension

w=

3

W f

Bi@@et e@ Use f'lle& Beld le!

B



7# C
S b =0 . 9 ×S y

A@@oa$@e /earin- Stress S@in- 'oa

/earin- stress in t+e @u-

S bP=

P S l× d SbP

7#9 C
S S= 0 . 4 ×S y

?

9900.00

"si.

Ps

?

1 1>3.6;

@$s.

'u- Raius

R

?

.>00

in.

'u- =o@e Diameter

D

?

.000

in.

S@in- 'oa

S+ear Stress in 'u-

S SP

PS

=

2 t

(

R

D

−

)

?

>;

" si .

?

SS

OK

2

SSP

0 ## # ## N (' P2N


: : : : :



%$: : : : :

7#; C
/enin- 'oa A@@oa$@e /enin- Stress Ma8imum /enin- Moment

a

?

9

in.

$

?

6

in.

c

?

>.>00

in.

+

?

.00

in.

?

1>.3<

@$s.

S B= 0.66 × S y

?

31;0.00

"si.

M B max= Pb× a

?

3.>

in@$.

?

3.<0E0;

"si.

?

0.;

in9

?

.11

in1

?

<9>.6

S-P

?

S-

OK

a

?

0.0

in.

Pb =5 × PS × F

Mou@us oB E@asticit%

E

Moment oB Inertia

bh

3

Section Mou@us /enin- Stress

I =

12 2

Z = S BP=

bh

6 M B max

Z

7#7 Deflec&'on of Lu! 'n L'f&'n! Cond'&'on# Ma8imum A@@oa$@e DeB@ection F"er S!AAD "ro 3009 manua@G

 a =

360 3

DeB@ection oB 'u- in 'iBtin- Conition

 L=

Pb a

3 EI

?

0.000196

in.

0 ## # ## N (' P2N


: : : : :


Revision Date Pre"are $% C+ec,e $% A""rove $% L

?

a

: : : : : OK

0 ## # ## N (' P2N

SKID CALC

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