PRESSURE VESSEL DESIGN MAIN MENU 1
Design Parae!ers
11
Dis"e# $ea# Design
21
%ra&s
2
Ma!eria's () *(ns!r+,!i(n
12
*ir,+'ar -'a! $ea# Design
22
.+!! /e'#ing *a',+'a!i(ns
3
LADINGS
13
Sa##'e Design
23
An,"(r .('! Design
4
N('e -(ra!
14
N('e %"i,ness
24
Sir! Design
5
S"e'' Deisgn ID .asis
15
N('e %"i,ness A L72
25
MDM% *'a+'a!i(ns
6
$r(!es! %"i,ness
16
N('e /e'# Design
26
In!er('a!i(n
7
S"e'' Design D .asis
17
Pie S,"e#+'e
27
8
S"eri,a' $ea# Design
18
-LANGE 150
28
9
E''is(i#a' $ea# Design
19
-LANGE 300
29
*(ni,a' $ea# Design
20
Li)!ing L+g
30
10
PRESSURE VESSEL DESIGN Mai! Me!u
Vess'e %ag Parae!ers
Va'+es
*(#e Re)eren,e
Design *(#es an# Uni!s Se!!ing 1 2 3 4 5 % ) /
ASME ASME code code Sectio Section n VIII VIII Div Div.1 .1 or or 2 ? Units W ind Code Seismic Code Intern! Desi"n #ress$re Intern! Desi"n &em'ert$re E*tern! Desin" #ress$re E*tern E*tern!! Desin" Desin" &em'er em'ert$r t$re e MDM&
UG-22 UG-22 UG-21 UG-2( +V or #V ,A''.3 UG-2(
Diensi(ns R% 1 2 3 4 5 % ) /
ID 0ed &'e && e en"t Corrosion A!!once Se!! & 0ed & 0ed &ic8ness Se!! &ic8ness ,I.# Desi"n Se!! &ic8ness ,E.# Desi"n
UG-25 UW -11 6 &7!e UW -12 UW -11 6 &7!e UW -12 UG-32 UG-2)6 A''.1 9 UG-2
PRESSURE VESSEL DESIGN Mai! Me!u
Vess'e %ag Parae!ers
Va'+es
*(#e Re)eren,e
Design *(#es an# Uni!s Se!!ing 1 2 3 4 5 % ) /
ASME ASME code code Sectio Section n VIII VIII Div Div.1 .1 or or 2 ? Units W ind Code Seismic Code Intern! Desi"n #ress$re Intern! Desi"n &em'ert$re E*tern! Desin" #ress$re E*tern E*tern!! Desin" Desin" &em'er em'ert$r t$re e MDM&
UG-22 UG-22 UG-21 UG-2( +V or #V ,A''.3 UG-2(
Diensi(ns R% 1 2 3 4 5 % ) / 1(
ID 0ed &'e && e en"t Corrosion A!!once Se!! & 0ed & 0ed &ic8ness Se!! &ic8ness ,I.# Desi"n Se!! &ic8ness ,E.# Desi"n St Sti::enin" in" Dimensions
L(a#ing *(n#i!i(ns 1 2 3 4 5 % )
UG-25 UW -11 6 &7!e UW -12 UW -11 6 &7!e UW -12 UG-32 UG-2)6 A''.1 9 UG-2 UG-2/ UG22
i;$id eve! Ins$ Ins$! !ti tion on &ic8 &ic8ne ness ss +ire +ire #ro #roo: o:in in" " &i &ic8n c8nes ess s #!t #!t:o :orm rm 9 d dde der r Ct!st > o>>!es !es o od ds
$ea! %rea!en! %es!s 1
0dr 0 drot otes estt c! c!$s $se e (As per UG-99(b) Hyd.Test Pressure = MAWP x 1.3 x Stress ratio)
2
P/$% :or CS Mteri!s
UG-//
UW-26UCS-5%6UCS-%6 UCS-%% (PWHT reuired i! "et#a$ Ser%i&e or '#e! t#i&!ess is o%er 3**. +ut W#e! t#i&!ess is 3,-3 ** pre#eati! is reuired beore 'e$di! as per Tab$e U/S-0 2otes , (b) ) #W0& :or SS Mteri!s (PWHT is !ot reuired or SA-,4 as per UHA-3,5 2ote.1)
3
Ia,! %es! :or CS Mteri!s
UG-46UCS-%%
(6ated M7MT o /ur%e +5/ 8 7 Materia$s is -,9/ as per UG-,4 () )
4
Im'ct &est &est :or S S Mteri!s (6ated M7MT or 34534"531531"53,1 8 3 is -19/ (UHA-01(d))
U0A-51,d
: E;!reae -i
UCS-)/ ,d6 UCS-5%
+ormin" Strin ,0ed :or CS UCS-)/ ,d6 UCS-5% (:or /S Materia$s i ; is *ore t#a! 0 ; t#e! Heat Treat*e!ts is reuired ( U/S-9(d)) E*treme +i7re E!on"tion ,Se!!s :or SS
U0A-44-,,26 U0A-44-,,26 UCS-5%6 &7!e U0A-44 +ormin" Strin ,0ed :or SS U0A-44-,,26 UCS-5%6 &7!e U0A-44 (:or SS Materia$s i ; is *ore t#a! ,4 ; t#e! Heat Treat*e!ts Treat*e!ts is reuired (Taba$e UHA-)) UHA-))
PRESSURE VESSEL DESIGN Mai! Me!u
Vess'e %ag Parae!ers
Va'+es
*(#e Re)eren,e
Design *(#es an# Uni!s Se!!ing 1 2 3 4 5 % ) /
ASME ASME code code Sectio Section n VIII VIII Div Div.1 .1 or or 2 ? Units W ind Code Seismic Code Intern! Desi"n #ress$re Intern! Desi"n &em'ert$re E*tern! Desin" #ress$re E*tern E*tern!! Desin" Desin" &em'er em'ert$r t$re e MDM&
UG-22 UG-22 UG-21 UG-2( +V or #V ,A''.3 UG-2(
Diensi(ns R% 1 2 3 4 5 % ) / 1(
ID 0ed &'e && e en"t Corrosion A!!once Se!! & 0ed & 0ed &ic8ness Se!! &ic8ness ,I.# Desi"n Se!! &ic8ness ,E.# Desi"n St Sti::enin" in" Dimensions
L(a#ing *(n#i!i(ns 1 2 3 4 5 % )
UG-25 UW -11 6 &7!e UW -12 UW -11 6 &7!e UW -12 UG-32 UG-2)6 A''.1 9 UG-2 UG-2/ UG22
i;$id eve! Ins$ Ins$! !ti tion on &ic8 &ic8ne ness ss +ire +ire #ro #roo: o:in in" " &i &ic8n c8nes ess s #!t #!t:o :orm rm 9 d dde der r Ct!st > o>>!es !es o od ds
$ea! %rea!en! %es!s 1
0dr 0 drot otes estt c! c!$s $se e (As per UG-99(b) Hyd.Test Pressure = MAWP x 1.3 x Stress ratio)
2
P/$% :or CS Mteri!s
UG-//
UW-26UCS-5%6UCS-%6 UCS-%% (PWHT reuired i! "et#a$ Ser%i&e or '#e! t#i&!ess is o%er 3**. +ut W#e! t#i&!ess is 3,-3 ** pre#eati! is reuired beore 'e$di! as per Tab$e U/S-0 2otes , (b) ) #W0& :or SS Mteri!s (PWHT is !ot reuired or SA-,4 as per UHA-3,5 2ote.1)
3
Ia,! %es! :or CS Mteri!s
UG-46UCS-%%
(6ated M7MT o /ur%e +5/ 8 7 Materia$s is -,9/ as per UG-,4 () )
4
Im'ct &est &est :or S S Mteri!s (6ated M7MT or 34534"531531"53,1 8 3 is -19/ (UHA-01(d))
U0A-51,d
: E;!reae -i
UCS-)/ ,d6 UCS-5%
+ormin" Strin ,0ed :or CS UCS-)/ ,d6 UCS-5% (:or /S Materia$s i ; is *ore t#a! 0 ; t#e! Heat Treat*e!ts is reuired ( U/S-9(d)) E*treme +i7re E!on"tion ,Se!!s :or SS
U0A-44-,,26 U0A-44-,,26 UCS-5%6 &7!e U0A-44 +ormin" Strin ,0ed :or SS U0A-44-,,26 UCS-5%6 &7!e U0A-44 (:or SS Materia$s i ; is *ore t#a! ,4 ; t#e! Heat Treat*e!ts Treat*e!ts is reuired (Taba$e UHA-)) UHA-))
PRESSURE VESSEL DESIGN Mai! Me!u
Ma!eria's
*S Ma!eria's /ar *(n#i!i(ns
=orm! =orm!i>e i>ed d Im'ct Im'ct &ested ested
(< M7MT is !ot /o$der t#a! -,9/ (-,4:) Se!! 0ed =o>>!es +!n"es +or"ed =o =o>>!es S8irt Sdd!e S$''ort C!i's
SA-51% Gr.)( SA-51% Gr.)( SA-1(% Gr.< SA-1(5 SA-1(5 SA-51% SA-23 C SA-51% SA-23 C SA-51% SA-23 C
*S Ma!eria's *('# *(n#i!i(ns (< M7MT is /o$der t#a! -,9/ (-,4:) Se!! 0ed =o>>!es +!n"es +or"ed =o>>!es S8irt Sdd!e S$''ort C!i's
SA-51% Gr.)( ,= SA-51% Gr.)( ,= SA-333 Gr.% SA-35( +-2 SA-35( +-2 SA-51% SA-23 C SA-51% SA-23 C SA-51% SA-23 C
SS Ma!eria's Se!! 0ed =o>>!es +!n"es +or"ed =o =o>>!es 0ev +o +or"in"s S8irt Sdd!e S$''ort C!i's
!"er Ma!eria's Se!! 0ed =o>>!es +!n"es +or"ed =o>>!es 0ev +or"in"s S8irt Sdd!e S$''ort C!i's
SS %&e SA-24( SA-24( SA-312 SA-12 SA-12 SA-33% SA-24( SA-51% or 23 C SA-24( SA-51% or 23 C SA-24( SA-51% or 23 C
Mai! Me!u
LADINGS UG22 %"e L(a#ings !(
Intern! or E*tern! Design Press+re ,s de:ined in UG-21
Desi"n #ress$re Conditions s 'er Dt Seet ,A!so consider #ress$re Dro' tro$" Intern!s nd V'or Sttic 0ed @ sim'! dd tese in D.#.
<
Wei" Wei"tt o: o: te te Vesse esse!! nd nd norm norm! ! cont conten ents ts $nde $nderr o'e o'er rti tin" n" or tes test con condi diti tion ons s ,t ,tis is inc! inc!$d $de es dd ddit itio ion n!! #r #ress$ ess$rre d$e d$e to
i;$ i;$id id #res #ress$ s$re re ,Mod ,Mode! e! i;$ i;$id id eve eve!! it it !i; !i;$i $id d s'ec 'eci:ic i:ic "rv "rvit it
s!a!i, "ea# () 'i>+i#s ,
S$'erim'osed sttic rections :rom ?eig"! () a!!a,"e#
Mode! :o!!oin"B
mciner6oter vesse!s6'i'in"6 e>+ien!6s$c s motors mciner6oter
1 =o>>!es ods ,WC C!c$!tions 2 #i'in" , )5 "m s 'er SA
!inin"6nd ins$!tion.
#
&e ttcment o: B 1 In!erna's ,see A''endi* D
Mode! :o!!oin"sB 1 &r ,&r ei"t ei"t t8en F 5( "m2 9 c!c$!te &r s$''ort ei"t. &r &r !i;$id !eve! is eir ei"t "iven '!$s 25 mm ,(1-E2( #r 4.3.1 2 Distri7$tor Wei"t , Co$nt tot! #i'e !en"t o: distri7$tor nd m$!ti'! it it corres'ondin" Sc.4( #i'e ei"t in "m
2 Vesse' S+(r!s6 S+(r!s6 s$c s !$"s6rin"s6s8irts6sdd!es6 nd !e"s ,see A''endi* G
Mode! :o!!oin"sB 1 Sdd!e 2 S8irt 3 e"s 4 in"s 5 $"s
e
Cc!ic nd dnmic rections d$e to 'ress$re or term! vritions6 or :rom e;$i'ment mo$nted on vesse!6 nd mecnic! !odin"
Mode! Cc!ic odin"
)
?in#@sn(? an# seisi, rections6ere re;$ired
Mode! 1 Wind od ,As 'er ASCE )-(5 Wind S'eed :or $7i! F 155 m Im'ortnce +ctor F 1.15 E*'os$re cte"or F C 2 Seismic od ,As 'er U
g
Ia,! rea,!i(ns s$c s tose d$e to :!$id soc8
Mode! Im'ct rections i: ''!ic7!e
I
a
Mode! 7norm! 'ress$re i: ''!ic7!e
PRESSURE VESSEL DESIGN Mai! -'ange Ra!ing Sr
Mar
-'ange Ra!ing S,"
3C4 N('es 1 2 3 4 5 % 1 N('es 1 2 3 4 5 % 1 1C2 N('es 1 2 3 4 5 % 2 N('es 1 2 3 4 5 % 3 N('es 1 2 3 4 4 N('es 1 2 3 4 5 % M(re !"an 4 N('es 1 2 3 4 5 % ) / 1( 11 12 13
E'e
Pr(B
Pa# /i#!" %"i,
Sr
Mar
3C4 N('es 1 2 3 4 5 % 1 N('es 1 2 3 4 5 % 1 1C2 N('es 1 2 3 4 5 % 2 N('es 1 2 3 4 5 % 3 N('es 1 2 3 4 4 N('es 1 2 3 4 5 % M(re !"an 4 N('es 1 2 3 4 5 % ) / 1( 11 12 13
S,"
E'e
Pr(B
Pa# /i#!" %"i,
Me!u
%$I*NESS - *FLINDRI*AL S$ELL In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Inner Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
#
2(((.((
'si
Di
/14.4(
mm
&em'
2((.((
+
S
2((((.((
E
1.((
CA
3.((
'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
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161((
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146((
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126(((
5(
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mm *(ersi(ns In+! +!+!
-(r+'a +se#
! PD C 2SE 06 P
In,"es
%
2(3.2
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 5164
mm
*e'si+s
315.5
!u
%
-
5//./
!u
%$I*NESS - *FLINDRI*AL S$ELL -R $ In!erna' Press+re Insi#e Diensi(ns
In+!s Intern! Desi"n #ress$re
#
1/3.44
8 #
Inner Dimeter o: Se!!
Di
)%2.((
mm
&em'
%5.((
A!!o7!e Stress
S
14(((.((
oint E::icienc
E
(.)(
Desi"n &em'ert$re
+ 8 #
, A!!o7!e Stre
%$I*NESS - *FLINDRI*AL S$ELL -R $ In!erna' Press+re Insi#e Diensi(ns
In+!s Intern! Desi"n #ress$re
#
1/3.44
8 #
Inner Dimeter o: Se!!
Di
)%2.((
mm
&em'
%5.((
A!!o7!e Stress
S
14(((.((
oint E::icienc
E
(.)(
CA
(.((
Desi"n &em'ert$re
Corrosion A!!once -(r+'a +se#
+ 8 #
mm
! PD C 2SE 06 P
Res+s'!= Re>+ire# %"i,ness () S"e''
! 565
mm
, A!!o7!e Stre
DR%ES% Mai! Me!u
(P 8 S S#ou$d be i! sa*e u!it)
ss6 S F (./ * Hie!d Stress
%$I*NESS - *FLINDRI*AL S$ELL In!erna' Press+re +!si#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re $ter Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
#
2(((.((
'si
Do
/14.4(
mm
&em'
2((.((
+
S
2((((.((
E
1.((
CA
3.1)5
'si
,-2( to 5((
2(6(((
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1/64((
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16((
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161((
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146((
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126(((
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46((( 265((
mm *(ersi(ns In+! +!+!
-(r+'a +se#
! PD C 2SE H 04 P
In,"es
%
2(3.2
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 4714
mm
*e'si+s
315.5
%
-
5//./
315.5
u
5//./
u
%$I*NESS - SP$ERI*AL $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
#
1((.((
D
2643.4(
&em'
%5(.((
S
1)65((.((
E
(.5
CA
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'si mm + 'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
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161((
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146((
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126(((
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mm *(ersi(ns In+! +!+!
-(r+'a +se#
! PD C 22SE 02P
In,"es
%
(.1%1
4.(/4
Pas,a's %
si
35(
5( )5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 410
mm
%$I*NESS - SP$ERI*AL $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re
# D &em'
1((.(( 2643.4( %5(.((
A!!o7!e Stress
S
1)65((.((
oint E::icienc
E
(.5
CA
(.((
Corrosion A!!once
'si mm + 'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
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mm *(ersi(ns In+! +!+!
-(r+'a +se#
! PD C 22SE 02P
In,"es
%
(.1%1
4.(/4
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 410
mm
*e'si+s
315.5
%
-
5//./
315.5
u
5//./
u
%$I*NESS - ELLIPSIDAL $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
#
51.45
'si
D
26(((.((
&em'
4((.((
+
S
1)65((
'si
E
1.((
CA
3.((
mm
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
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126(((
5(
/63((
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mm *(ersi(ns In+! +!+!
-(r+'a +se#
! PD C 2SE 02P
In,"es
%
(.2)3
%./342
Pas,a's %
si
35(
5( )5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 594
mm
%$I*NESS - ELLIPSIDAL $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re
# D &em'
51.45 26(((.(( 4((.((
A!!o7!e Stress
S
1)65((
oint E::icienc
E
1.((
CA
3.((
Corrosion A!!once
'si mm + 'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
5(
/63((
/((
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46((( 265((
mm *(ersi(ns In+! +!+!
-(r+'a +se#
! PD C 2SE 02P
In,"es
%
(.2)3
%./342
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 594
mm
*e'si+s
315.5
%
-
5//./
315.5
u
5//./
u
%$I*NESS - *NI*AL $EAD Mai! Me!u
In!erna' Press+re Insi#e Diensi(ns
In+!s
516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
# D
1((.(( 2643.4(
'si mm
&em'
%5(.((
+
S
1)65((
'si
E
(.5
CA
(.((
mm
J
3(.((
De"ree
,-2( to 5((
2(6(((
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1/64((
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161((
)5(
146((
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126(((
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*(ersi(ns
Cone An"!e -(r+'a +se#
! PD C 2 *(s SE 06P
In+! In,"es
+!+! %
(.3)2
/.44
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 950
mm
%$I*NESS - *NI*AL $EAD Mai! Me!u
In!erna' Press+re Insi#e Diensi(ns
In+!s
516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress
#
1((.((
D
2643.4(
&em'
%5(.((
S
oint E::icienc Corrosion A!!once
1)65((
E
(.5
CA
(.((
'si mm + 'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
5(
/63((
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46((( 265((
mm *(ersi(ns
Cone An"!e
J
3(.((
-(r+'a +se#
De"ree
! PD C 2 *(s SE 06P
In+! In,"es
+!+! %
(.3)2
/.44
Pas,a's %
si
35(
5(.)5
Res+s'!=
! 950
Re>+ire# %"i,ness () S"e''
mm
*e'si+s
%
-
315.5
5//./
%$I*NESS - DIS$ED $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re $tside di$s o: Dis Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
#
1((.((
'si
2643.4(
&em'
%5(.((
+
S
1)65((
'si
E
1.((
CA
(.((
mm
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
5(
/63((
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46((( 265((
mm *(ersi(ns In+! +!+!
-(r+'a +se#
! 0885PL C SE 01P
In,"es
%
(.43
12.2%2
Pas,a's %
si
35(
5( )5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 1234
mm
%$I*NESS - DIS$ED $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re $tside di$s o: Dis Desi"n &em'ert$re
# &em'
1((.(( 2643.4( %5(.((
A!!o7!e Stress
S
1)65((
oint E::icienc
E
1.((
CA
(.((
Corrosion A!!once
'si mm + 'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
5(
/63((
/((
%6)((
/5( 1(((
46((( 265((
mm *(ersi(ns In+! +!+!
-(r+'a +se#
! 0885PL C SE 01P
In,"es
%
(.43
12.2%2
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 1234
mm
*e'si+s
315.5
%
-
5//./
315.5
u
5//./
u
%$I*NESS - *IR*ULAR -LA% $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once
#
15(.((
'si
D
26(((.((
&em'
45(.((
+
S
2(6(((
'si
E
1.((
CA
3.((
mm
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
5(
/63((
/((
%6)((
/5( 1(((
46((( 265((
mm *(ersi(ns In+! +!+!
-(r+'a +se#
! D J s>r! 013 PCSE
In,"es
%
1.223
31.(%42
Pas,a's %
si
35(
5( )5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 6545
mm
%$I*NESS - *IR*ULAR -LA% $EAD In!erna' Press+re Insi#e Diensi(ns
In+!s
Mai! Me 516 Gr70 %e- S si
Intern! Desi"n #ress$re Dimeter o: Se!! Desi"n &em'ert$re
#
15(.((
D
26(((.((
&em'
45(.((
A!!o7!e Stress
S
2(6(((
oint E::icienc
E
1.((
CA
3.((
Corrosion A!!once
'si mm + 'si
,-2( to 5((
2(6(((
%((
1/64((
%5(
16((
)((
161((
)5(
146((
((
126(((
5(
/63((
/((
%6)((
/5( 1(((
46((( 265((
mm *(ersi(ns In+! +!+!
-(r+'a +se#
! D J s>r! 013 PCSE
In,"es
%
1.223
31.(%42
Pas,a's %
si
35(
5(.)5
Res+s'!= Re>+ire# %"i,ness () S"e''
! 6545
mm
*e'si+s
315.5
%
-
5//./
315.5
u
5//./
u
SADDLE DIMENSINS Mai! Me!u Dia () Vesse'
%(/.%
Ma;/eig"! () Vesse' g
361(2
Leng!" A
533.4
.ase P'a!e /e< P'a!e /ear P'a!e /i#!" %"i,ness $eig"! %"i,ness /i#!" %"i,ness /i#!" * G $ D
1(1.%
%.35
%.35
152.4
Ri
%.35
Dis! ) ,en!re )r( .ase P'a!e .
45).2
.('! Dis!
.('! Dia
E
1/(.5
12.)(
SADDLE DIMENSINS Mai! Me!u Dia () Vesse'
%(/.%
Ma;/eig"! () Vesse' g
Leng!" A
361(2
533.4
.ase P'a!e /e< P'a!e /ear P'a!e /i#!" %"i,ness $eig"! %"i,ness /i#!" %"i,ness /i#!" * G $ D
1(1.%
%.35
%.35
Ri
152.4
Dis! ) ,en!re )r( .ase P'a!e .
%.35
.('! Dis!
.('! Dia
E
1/(.5
12.)(
45).2
%$I*NESS - NKKLE AS PER UG45 N. 3C4 DN 20
N('e Sie =
N('e (n S+ () PV221 R22 Re,eier
In+!s UG45 <1 )(r In!erna' Press+re Intern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once -(r+'a +se#
Mai! Me!u
In+!s UG45 <2 )(r E;!erna' Press+re # D &em' S E CA
4((.(( 3((.(( 14(.(( 1)1((.(( 1.(( 3.((
'si mm + 'si
E*tern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once
mm
! PD C 2SE 06 P
-(r+'a +se#
Res+'!
# D &em' S E CA
15.(( 3((.(( 14(.(( 1)1((.(( 1.(( 3.((
'si mm + 'si mm
! PD C 2SE 06 P
Res+'! &ic8ness
t
%.55)
mm
In+!s UG16<
&ic8ness
t
3.131%
mm
t t CA
2.)(( 2.5113 3.((
mm mm mm
t
5.5113
mm
4((.(( 2(.(( 14(.(( 1)1((.((
'si mm + 'si
In+!s UG45 <4 Minim$m tic8ness Minim$m tic8ness Corrosion A!!once
t t CA
11% 1.5)5 3.((
in mm mm
t
4.5)5
mm
Res+'!
Stndrd W!! &8 o: 'i'e Minim$m tic8ness Corrosion A!!once Res+'!
&ic8ness
-ina' Res+'!
&ic8ness
In+!s UG45 a )(r In!erna' Press+re
S!e 1=
Ma; UG 45<1 @ UG 16<
t
%.55)
mm
S!e 2=
Ma; UG 45<2 @ UG 16<
t
4.5)5
mm
S!e 3=
Ma; S!e1 @ S!e 2
t
%.55)
mm
Intern! Desi"n #ress$re Dimeter o: #i'e Desi"n &em'ert$re A!!o7!e Stress
# D &em' S
%$I*NESS - NKKLE AS PER UG45 N. 3C4 DN 20
N('e Sie =
N('e (n S+ () PV221 R22 Re,eier
In+!s UG45 <1 )(r In!erna' Press+re Intern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once -(r+'a +se#
Mai! Me!u
In+!s UG45 <2 )(r E;!erna' Press+re # D &em' S E CA
4((.(( 3((.(( 14(.(( 1)1((.(( 1.(( 3.((
'si mm + 'si
E*tern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once
mm
! PD C 2SE 06 P
-(r+'a +se#
Res+'!
# D &em' S E CA
15.(( 3((.(( 14(.(( 1)1((.(( 1.(( 3.((
'si mm + 'si mm
! PD C 2SE 06 P
Res+'! &ic8ness
t
%.55)
mm
In+!s UG16<
&ic8ness
t
3.131%
mm
t t CA
2.)(( 2.5113 3.((
mm mm mm
t
5.5113
mm
4((.(( 2(.(( 14(.(( 1)1((.(( 1.(( 3.((
'si mm + 'si
In+!s UG45 <4 Minim$m tic8ness Minim$m tic8ness Corrosion A!!once
t t CA
11% 1.5)5 3.((
in mm mm
t
4.5)5
mm
Res+'!
Stndrd W!! &8 o: 'i'e Minim$m tic8ness Corrosion A!!once Res+'!
&ic8ness
-ina' Res+'!
&ic8ness
In+!s UG45 a )(r In!erna' Press+re
S!e 1=
Ma; UG 45<1 @ UG 16<
t
%.55)
mm
S!e 2=
Ma; UG 45<2 @ UG 16<
t
4.5)5
mm
S!e 3=
Ma; S!e1 @ S!e 2
t
%.55)
mm
S!e 4=
Min S!e3 @ UG45 <4
t
5.5113
mm
S!e 5=
Ma; S!e4 @ UG45 a
t
5.5113
mm
Min e;$ired tic8ness o: =o>>!e
t
55113
mm
Intern! Desi"n #ress$re Dimeter o: #i'e Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once -(r+'a +se#
# D &em' S E CA
mm
! PD C 2SE 06 P
Res+'! &ic8ness
t
3.23)2
mm
%$I*NESS - NKKLE AS PER UG45 1175
N('e Sie =
in
ASME Se,!i(n VIII In#e; L72 E;a'e 2
In+!s UG45 <1 )(r In!erna' Press+re Intern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once -(r+'a +se#
In+!s UG45 <2 )(r E;!erna' Press+re # D &em' S E CA
4((.(( %(.(( 25(.(( 143((.(( 1.(( (.((
'si in + 'si
E*tern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once
in
! PD C 2SE 06 P
-(r+'a +se#
Res+'!
# D &em' S E CA
15.(( %(.(( 25(.(( 143((.(( 1.(( (.((
'si in + 'si in
! PD C 2SE 06 P
Res+'! %"i,ness
!
08535
in
In+!s UG16<
%"i,ness
!
00315
in
In+!s UG45 <4 Minim$m tic8ness Minim$m tic8ness Corrosion A!!once
Res+'!
Mai! Me!u
%"i,ness %"i,ness
t t CA
11% 1.5)5 3.((
in mm mm
! !
45875 01806
in
-ina' Res+'!
Stndrd W!! &8 o: 'i'e Minim$m tic8ness Corrosion A!!once Res+'!
%"i,ness %"i,ness
t t CA ! !
95700 mm .3)3 (.((
mm mm
83738 03297
in
4((.(( 11.)5 25(.(( 1%%((.(( 1.(( (.((
'si in + 'si
In+!s UG45 a )(r In!erna' Press+re
S!e 1=
Ma; UG 45<1 @ UG 16<
t
(.535
mm
S!e 2=
Ma; UG 45<2 @ UG 16<
t
(.1(%
mm
S!e 3=
Ma; S!e1 @ S!e 2
t
(.535
mm
S!e 4=
Min S!e3 @ UG45 <4
t
(.32/)
mm
S!e 5=
Ma; S!e4 @ UG45 a
t
(.32/)
mm
Intern! Desi"n #ress$re Dimeter o: #i'e Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once -(r+'a +se#
# D &em' S E CA
in
! PD C 2SE 06 P
%$I*NESS - NKKLE AS PER UG45 1175
N('e Sie =
in
ASME Se,!i(n VIII In#e; L72 E;a'e 2
In+!s UG45 <1 )(r In!erna' Press+re Intern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once -(r+'a +se#
In+!s UG45 <2 )(r E;!erna' Press+re # D &em' S E CA
4((.(( %(.(( 25(.(( 143((.(( 1.(( (.((
'si in + 'si
E*tern! Desi"n #ress$re Dimeter o: Se!!0ed Desi"n &em'ert$re A!!o7!e Stress o: Se!! oint E::icienc Corrosion A!!once
in
! PD C 2SE 06 P
-(r+'a +se#
Res+'!
# D &em' S E CA
15.(( %(.(( 25(.(( 143((.(( 1.(( (.((
'si in + 'si in
! PD C 2SE 06 P
Res+'! %"i,ness
!
08535
in
In+!s UG16<
%"i,ness
!
00315
in
In+!s UG45 <4 Minim$m tic8ness Minim$m tic8ness Corrosion A!!once
Res+'!
Mai! Me!u
%"i,ness %"i,ness
t t CA
11% 1.5)5 3.((
in mm mm
! !
45875 01806
in
-ina' Res+'!
Stndrd W!! &8 o: 'i'e Minim$m tic8ness Corrosion A!!once Res+'!
%"i,ness %"i,ness
t t CA ! !
95700 mm .3)3 (.((
mm mm
83738 03297
in
4((.(( 11.)5 25(.(( 1%%((.(( 1.(( (.((
'si in + 'si
In+!s UG45 a )(r In!erna' Press+re
S!e 1=
Ma; UG 45<1 @ UG 16<
t
(.535
mm
S!e 2=
Ma; UG 45<2 @ UG 16<
t
(.1(%
mm
S!e 3=
Ma; S!e1 @ S!e 2
t
(.535
mm
S!e 4=
Min S!e3 @ UG45 <4
t
(.32/)
mm
S!e 5=
Ma; S!e4 @ UG45 a
t
(.32/)
mm
Min e;$ired tic8ness o: =o>>!e
t
03297
mm
Intern! Desi"n #ress$re Dimeter o: #i'e Desi"n &em'ert$re A!!o7!e Stress oint E::icienc Corrosion A!!once -(r+'a +se#
# D &em' S E CA
in
! PD C 2SE 06 P
Res+'!
Act$! &ic8ness o: #i'e
F
A,!+a' %"i,ness () Pie
%"i,ness
Sc
#i'e Sced$!e &ic8ness * (.)5 ,12.5 Underto!ernce
s"(+'#
Mini+ Re>+ire# %"i,ness
!
01436
in
A,!+a' %"i,ness () Pie
s"(+'#
Mini+ Re>+ire# %"i,ness
NKKLE /ELD DESIGN U/16 Mai! Me!u
N('e ?i!" Pa# ?i!"(+! a# -ig U/161 > mm
F
38 20 38
!in
F
19
mm
+or Se!! or 0ed 9 =o>>!e =ec86
!in
F
19
mm
+or =o>>!e =ec8 9 #d6
!in
F
20
mm
+or =o>>!e =ec8 9 #d6
!,
F
600
mm
+or =o>>!e =ec8 9 Se!! or 0ed6
!,
F
600
mm
L(?er Gr((e /e'#@
t
F
13.3( mm
Uer Gr((e /e'#@
t
F F F F
14.(( .5) .5) 13.5)
%"i,ness () S"e'' (r $ea#@
F
%"i,ness () N('e Ne,@
! !n
%"i,ness () Rea#@
!?
+or Se!! or 0ed 9 #d6
Inner -i''e! /e'# ?i!"(+! Pa#Leg Sie@ Inner -i''e! /e'# ?i!" Pa#Leg Sie@ +!er -i''e! /e'# Leg Sie@
F
mm mm
mm mm mm mm
NKKLE /ELD DESIGN U/16 Mai! Me!u
N('e ?i!" Pa# ?i!"(+! a# -ig U/161 > mm
F
38 20 38
!in
F
19
mm
+or Se!! or 0ed 9 =o>>!e =ec86
!in
F
19
mm
+or =o>>!e =ec8 9 #d6
!in
F
20
mm
+or =o>>!e =ec8 9 #d6
!,
F
600
mm
+or =o>>!e =ec8 9 Se!! or 0ed6
!,
F
600
mm
L(?er Gr((e /e'#@
t
F
13.3( mm
Uer Gr((e /e'#@
t
F F F F
14.(( .5) .5) 13.5)
%"i,ness () S"e'' (r $ea#@
F
%"i,ness () N('e Ne,@
! !n
%"i,ness () Rea#@
!?
+or Se!! or 0ed 9 #d6
Inner -i''e! /e'# ?i!"(+! Pa#Leg Sie@ Inner -i''e! /e'# ?i!" Pa#Leg Sie@ +!er -i''e! /e'# Leg Sie@
F
mm mm
mm mm mm mm
PIPE S*$EDULE *$AR% Mai! Me!u ND in 12.((
D 323./
S," 10
S," 20 %.35
S," 30 .3
S!# /a'' /.5)
S," 40 1(.31
S," 60 14.2)
E;!ra S!r(ng 12.)
S," 80 1).45
S," 100 21.41
S," 120 23.
S," 140 2.5)
S," 160 33.32
S!r(ng
ND 12.((
PIPE S*$EDULE *$AR% Mai! Me!u ND in 12.((
D
S," 10
323./
S," 20 %.35
S," 30 .3
S!# /a'' /.5)
S," 40 1(.31
S," 60 14.2)
E;!ra S!r(ng 12.)
S," 80 1).45
S," 100 21.41
S," 120 23.
S," 140 2.5)
S," 160 33.32
S!r(ng
ND 12.((
ASME .1652003 Diensi(ns () *'ass 150 -'anges =omin! #i'e Si>e =#S
D o: +!n"e
&ic8ness o: +!n"e
&ic8ness ' oint
,Min.
,Min.
t:
t:
D () $+<
=otesB2-4
2
15(
1).5
Mai! Me!u
D () Ne, en"t tro$" 0$7 /e'# Ne, &reded ''ed W.=. S..
A
H
H
H
24
25
%2
N(!e=5 1/.1
78
603
&reded en"t %"rea#e#C &reded S ,Min. Min &
.
.
619
625
=oteB% 25
/N
.
Corner rdi$s De't o: o:
D
1)
N(!e=7
525
Legen#s =
P+r," = &o 7e s'eci:ied 7 #$rcser. =oteB 2 =oteB 3 =oteB 4 =oteB % =oteB )
&e minim$m tic8ness o: tese !oose :!n"es6in si>es =#S 3 12K nd sm!!er6is s!i"t! "reter tn te tic8ness o: :!n"es on :ittin"s6 &7!e /6ic re rein:orced 7 7ein" cst inte"r! it te 7od o: :ittin". &ese :!n"es m 7e s$''!ied it :!t :ce. &e :!t :ce m 7e eiter te :$!! t: dimension o: tic8ness '!$s 2mm6 or te t: dimension tic8ness ito$t te rised :ce ei"t. See 'r %.3.2 :or ddition! restrictions. &e :!n"e dimension i!!$strted re :or re"$!r! :$rnised 2 mm rised :ce ,e*ce't !''ed@ :or re;$irements o: oter :cin"s see +i".). +or tred o: treded :!n"es6 see 'r %./. Dimension in co!$mn 13 corres'ond to te inside dimeter o: 'i'e s "iven in ASME <3%.1(M :or stndrd !! 'i'e. &ic8ness o: stndrd !! is te sme s Sced$!e 4( in s i>es =#S 1( nd sm!!er. &o!ernces in 'r ).5.2 ''!. &ese 7ore si>es re :$rnised $n!ess oterise s'eci:ied 7 te #$rcser.
ASME .1652003 Diensi(ns () *'ass 150 -'anges =omin! #i'e Si>e =#S
D o: +!n"e
&ic8ness o: +!n"e
&ic8ness ' oint
,Min.
,Min.
t:
t:
D () $+<
15(
D () Ne, en"t tro$" 0$7 /e'# Ne, &reded ''ed W.=. S..
=otesB2-4
2
Mai! Me!u
A
H
H
H
24
25
%2
&reded en"t %"rea#e#C &reded S ,Min. Min
1/.1
78
603
/N
Min
.
.
619
625
&
N(!e=5
1).5
=oteB%
.
Corner rdi$s De't o: o:
D
1)
N(!e=7
25
525
Legen#s =
P+r," = &o 7e s'eci:ied 7 #$rcser. =oteB 2 =oteB 3 =oteB 4 =oteB % =oteB )
&e minim$m tic8ness o: tese !oose :!n"es6in si>es =#S 3 12K nd sm!!er6is s!i"t! "reter tn te tic8ness o: :!n"es on :ittin"s6 &7!e /6ic re rein:orced 7 7ein" cst inte"r! it te 7od o: :ittin". &ese :!n"es m 7e s$''!ied it :!t :ce. &e :!t :ce m 7e eiter te :$!! t: dimension o: tic8ness '!$s 2mm6 or te t: dimension tic8ness ito$t te rised :ce ei"t. See 'r %.3.2 :or ddition! restrictions. &e :!n"e dimension i!!$strted re :or re"$!r! :$rnised 2 mm rised :ce ,e*ce't !''ed@ :or re;$irements o: oter :cin"s see +i".). +or tred o: treded :!n"es6 see 'r %./. Dimension in co!$mn 13 corres'ond to te inside dimeter o: 'i'e s "iven in ASME <3%.1(M :or stndrd !! 'i'e. &ic8ness o: stndrd !! is te sme s Sced$!e 4( in s i>es =#S 1( nd sm!!er. &o!ernces in 'r ).5.2 ''!. &ese 7ore si>es re :$rnised $n!ess oterise s'eci:ied 7 te #$rcser.
ASME .1652003 Diensi(ns () *'ass 300 -'anges omin! D o: &ic8ness &ic8ness i'e Si>e +!n"e o: +!n"e ' oint =#S ,Min. ,Min.
t:
t:
D () D () Ne, en"t tro$" 0$7 &reded $+< /e'# Ne, &reded ''ed W.=. en"t %"rea#e#C S.. &reded S ,Min. Min
=otesB2-4
4
255
3(.2
Mai! Me!u
A
H
H
H
4%
4
4
N(!e=5 31.
146
1143
&
.
.
1161
1168
=oteB% 3)
/N
.
Corner rdi$s Co$nter 7ore De't o: o:
D
11
11).%
-
N(!e=7
1023
Legen#s =
P+r," =&o 7e s'eci:ied 7 #$rcser. =oteB 2 &e minim$m tic8ness o: tese !oose :!n"es6in si>es =#S 3 12K nd sm!!er6is s!i"t! "reter tn te tic8ness o: :!n"es on :ittin"s6 &7!e /6ic re rein:orced 7 7ein" cst inte"r! it te 7od o: :ittin". =oteB 3 &ese :!n"es m 7e s$''!ied it :!t :ce. &e :!t :ce m 7e eiter te :$!! t: dimension o: tic8ness '!$s 2mm6 or te t: dimension tic8ness ito$t te rised :ce ei"t. See 'r %.3.2 :or ddition! restrictions. =oteB 4 &e :!n"e dimension i!!$strted re :or re"$!r! :$rnised 2 mm rised :ce ,e*ce't !''ed@ :or re;$irements o: oter :cin"s see +i".). =oteB % +or tred o: treded :!n"es6 see 'r %./. =oteB ) Dimension in co!$mn 13 corres'ond to te inside dimeter o: 'i'e s "iven in ASME <3%.1(M :or stndrd !! 'i'e. &ic8ness o: stndrd !! is te sme s Sced$!e 4( in si>es =#S 1( nd sm!!er. &o!ernces in 'r ).5.2 ''!. &ese 7ore si>es re :$rnised $n!ess oterise s'eci:ied 7 te #$rcser.
ASME .1652003 Diensi(ns () *'ass 300 -'anges omin! D o: &ic8ness &ic8ness i'e Si>e +!n"e o: +!n"e ' oint =#S ,Min. ,Min.
t:
t:
D () D () Ne, en"t tro$" 0$7 &reded $+< /e'# Ne, &reded ''ed W.=. en"t %"rea#e#C S.. &reded S ,Min. Min
=otesB2-4
4
255
3(.2
Mai! Me!u
A
H
H
H
4%
4
4
N(!e=5 31.
146
1143
.
.
1161
1168
& =oteB% 3)
Corner rdi$s Co$nter 7ore De't o: o:
/N
.
r
D
11
11).%
-
N(!e=7
1023
Legen#s =
P+r," =&o 7e s'eci:ied 7 #$rcser. =oteB 2 &e minim$m tic8ness o: tese !oose :!n"es6in si>es =#S 3 12K nd sm!!er6is s!i"t! "reter tn te tic8ness o: :!n"es on :ittin"s6 &7!e /6ic re rein:orced 7 7ein" cst inte"r! it te 7od o: :ittin". =oteB 3 &ese :!n"es m 7e s$''!ied it :!t :ce. &e :!t :ce m 7e eiter te :$!! t: dimension o: tic8ness '!$s 2mm6 or te t: dimension tic8ness ito$t te rised :ce ei"t. See 'r %.3.2 :or ddition! restrictions. =oteB 4 &e :!n"e dimension i!!$strted re :or re"$!r! :$rnised 2 mm rised :ce ,e*ce't !''ed@ :or re;$irements o: oter :cin"s see +i".). =oteB % +or tred o: treded :!n"es6 see 'r %./. =oteB ) Dimension in co!$mn 13 corres'ond to te inside dimeter o: 'i'e s "iven in ASME <3%.1(M :or stndrd !! 'i'e. &ic8ness o: stndrd !! is te sme s Sced$!e 4( in si>es =#S 1( nd sm!!er. &o!ernces in 'r ).5.2 ''!. &ese 7ore si>es re :$rnised $n!ess oterise s'eci:ied 7 te #$rcser.
LI-%ING LUG DIMENSINS Mai! Me!u Vesse' /eig"!
Dia () $('e
%"i,ness () L+g
Ra#i+s () +!er
$eig"! () L+g
Leng!" () L+g
/e'#
g 56443 /6()2 136%( 226%( 316)52 4563%( %6(4( /(6)2( 11364(( 13%6((
D 25.4 2.)(2 35.(52 41.4(2 54.1(2 %3.5 )%.2 1(1.% 1()./5 114.3
% 12.) 1/.(5 25.4 31.)5 31.)5 3.1 44.45 5(. 5(. %3.5
ar, R 3.1 5(. 54.1(2 %3.5 ./ 114.3 12) 152.4 1%5.1 1)).
$ 12) 152.4 152.4 1)). 2(3.2 22.% 254 3(4. 33(.2 355.%
L 254 254 254 3(4. 3(4. 4(%.4 4(%.4 45).2 45).2 5(
Min 12.) mm +$!! #enetrtion +i!!et
1/.(5 mm +$!! #enetrtion +i!!et
LI-%ING LUG DIMENSINS Mai! Me!u Vesse' /eig"!
Dia () $('e
%"i,ness () L+g
Ra#i+s () +!er
$eig"! () L+g
Leng!" () L+g
/e'#
g 56443 /6()2 136%( 226%( 316)52 4563%( %6(4( /(6)2( 11364(( 13%6((
D 25.4 2.)(2 35.(52 41.4(2 54.1(2 %3.5 )%.2 1(1.% 1()./5 114.3
% 12.) 1/.(5 25.4 31.)5 31.)5 3.1 44.45 5(. 5(. %3.5
ar, R 3.1 5(. 54.1(2 %3.5 ./ 114.3 12) 152.4 1%5.1 1)).
$ 12) 152.4 152.4 1)). 2(3.2 22.% 254 3(4. 33(.2 355.%
L 254 254 254 3(4. 3(4. 4(%.4 4(%.4 45).2 45).2 5(
Min
F
5(
Wei"t o: &r norm!! ss$med
%ra& S+(r!s /eig"! *a',+'a!i(n =
D o: &r S$''ort ,ID o: Vesse!
D(
F
%)((
mm
Widt o: &r S$''ort
?
F
1((
mm
&ci8ness o: &r S$''ort
!
F
1%
mm
+orm$! Used6 Are
A
#i * , D - 2
12.) mm +$!! #enetrtion +i!!et
1/.(5 mm +$!! #enetrtion +i!!et
"m2
Wei"t o: &r norm!! ss$med
F
5(
%ra& S+(r!s /eig"! *a',+'a!i(n =
D o: &r S$''ort ,ID o: Vesse!
D(
F
%)((
mm
Widt o: &r S$''ort
?
F
1((
mm
&ci8ness o: &r S$''ort
!
F
1%
mm
+orm$! Used6 Are
A
F
#i * , Do - 2
Area () %ra& S+(r!
A
F
2072400
mm2
V('+e () %ra& S+(r!
V
F
33158400
mm3
/eig"! () %ra& S+(r!
/
F
260
g
"m2
Mai! Me!u
.+!! /e'# In+! &ic8ness o: te #!te
t
16
mm
&eet
56
de"ree
Dimeter to 7e We!d
D
1375
mm
&ot! Are o: We!d
A
53986788
mm2
&ot! Are o: We!d
A
83680
in2
A!!o7!e Stress o: Mteri!
S
20@000
'si
-
16735938
'
171879
:
.eara<'e L(a# )(r .+!! /e'#
S!reng!" () /e'# Res+'!
/e'# is
Mai! Me!u
Press+re *(n#i!i(ns Desi"n #ress$re
#
400
'si
Dimeter
D
1375
mm
Are :or #ress$re
A
148414063
mm2
Are :or #ress$re
A
230042
in2
-
920169
'
L(a# in#+,e#
AN*$R .L% DESIGN Mai! Me!u
In+!s .('! Area
Wind od ,+rom #VE!ite 0ei"t o: Vesse! it S8irt Moment Wei"t o: Vesse!
# 0 M W
Are itin
A<
5653./%
Circ$m:erence o:
C<
2%4 /4.)
A!!o. Stress V!$e o:
& S< = < A
36(((.(( 21.(( %36(((.(( 116(((.(( 4.((
!7s :t !7s-:t !7s in
in2
in
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1.3)5
1.2/4
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in2
1.515
1.%25
1.)44
1.)5(
2.(4/
1.)5
Ind$ced Stress in Ancor
d Sind
(.%25 1(61/1.(
Corrosion A!!once :or
CA
(.125
in
2
in 'si in
-(r+'as Use# i
M*im$m &ension , !7in
ii e;. Are o: ne +ire# Diae!er () An,"(r .('!
Re>+ire# Diae!er () An,"(r .('!
%a<'e .('! Sie
12 M A < - W C<
&F < A F
& C< S< =
S< F
& C< < A =
075
in
1905 mm
2.3
2.(((
3.(2
2.25(
3.)15 4.%1
2.5(( 2.)5(
5.%21
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1905 mm
Re>+ire# Diae!er () An,"(r .('!
%$I*NESS - SIR% In+!s
516 Gr70 %e- S si J Wind od ,+rom #VE!ite
# 0 M&
J 0ei"t o: Vesse! J Moment J $tside di$s o: S8irt
E
J oint E::icienc J Stress V!$e o: 0ed or S8irt
Mt. Wicever is sm!!er J Wei"t o: &oer 7ove S8irt
-(r+'a +se# =
W
65((.(( 5.((
4/36(((.(( !7s-:t 2.(( in (.)( 1%6%((.(( 'si )6(((.((
12 M% R2 ; Pi ; S ; E
Res+s'!=
!7s :t
H
!7s
2;/ R ; Pi ; S ; E
,-2( to 5((
2(6(((
%((
1/64((
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16((
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161((
)5(
146((
((
126(((
5(
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1(((
265((
*(ersi(ns In+!
+!+!
%$I*NESS - SIR% In+!s
516 Gr70 %e- S si J Wind od ,+rom #VE!ite
# 0 M&
J 0ei"t o: Vesse! J Moment J $tside di$s o: S8irt
E
J oint E::icienc J Stress V!$e o: 0ed or S8irt
Mt. Wicever is sm!!er J Wei"t o: &oer 7ove S8irt
-(r+'a +se# =
W
65((.(( 5.((
!7s :t
4/36(((.(( !7s-:t 2.(( in (.)( 1%6%((.(( 'si )6(((.((
12 M%
H
R2 ; Pi ; S ; E
!7s
2;/ R ; Pi ; S ; E
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2(6(((
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1/64((
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161((
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146((
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126(((
5(
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*(ersi(ns In+!
+!+!
Res+s'!= In,"es
Re>+ire# %"i,ness () Sir!
036
%
in
( Pas,a's %
Re>+ire# %"i,ness () Sir!
913
mm
si
( *e'si+s
%
-
32
Mai! Me!u
Mai! Me!u
=omin! &ic8ness ,in
=omin! &ic8ness ,mm
IN
&em'ert$re ,+
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2.54
-55
(.2
5.(
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(.3
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(.4
1(.1%
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12.)
-55
(.% (.) (. (./
15.24 1).) 2(.32 22.%
-5( -45 -4( -35
1 2
=omin! &ic8ness ,in
=omin! &ic8ness ,mm
IN
&em'ert$re ,+
%e - (.1
2.54
-55
(.2
5.(
-55
(.3
).%2
-55
(.4
1(.1%
-55
(.5
12.)
-55
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15.24 1).) 2(.32 22.%
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1 1.3 1.5 1.) 2.2 2.5 2./ 3.4 3. 4.2 4.) 5.3 5.4 %
25.4 33.(2 3.1 43.1 55. %3.5 )3.%% %.3% /%.52 1(%.% 11/.3 134.%2 13).1% 152.4
-3( -2( -15 -1( ( 5 1( 15 2( 25 3( 35 35 3
1 2
Mai! Me!u
ERPLA%IN %"i,ness 30
F1
254
F
25
20
F2
3302
3052
IN%ERPLA%IN 1
34057
F1
8135
F
85
2
35993
F2
8595
35593174