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8/9/2019 Md He Tema Asme v0.1
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Program User Guide :
Doc. No. PUG - MDHE - 100
Date 2005. 8. 15.
Revision 0 1
1. Introduction Sheet No. 1 of 1
2. References
The po!a" is #ase$ on the fo%%o&in!' &hich sha%% #e efee$ to fo f(the (n$estan$in!.
Design TEM)' 8th E$.' 1***
)SME Sec. +,,,' Div. 1
Materials )SME Sec. ,, - D
Technicals
Pocess +esse% Desi!n Man(a%' Dennis R. MossDesi!n of Pocess E(ip"ent' $ E$.' /. /. Mahaan
ata%o!(es fo %an!es
3. Future Deelo!ment
Descri!tion Date "ersion Remar#s
Pipe She%% 05. 8. 15. 0.1
No33%e 05. 8. 15. 0.1
Sa$$%e
No33%e E4tena% oa$
The"a% Stess a%c(%ation
She%% E4pansion 6oint%oatin! Hea$
$. Program %rchitecture
Inside the Program
,np(t an$ S(""a7 Sheet
a%c(%ation Sheet fo &hell
a%c(%ation Sheet fo 'hannel
a%c(%ation Sheet fo &hell (...
a%c(%ation Sheet fo 'hannel (...
a%c(%ation Sheet fo 'oer
a%c(%ation Sheet fo Tu)esheet
a%c(%ation Sheet fo &hell Flangea%c(%ation Sheet fo 'hannel Flange
Data Files
Mateia% ,n$e4' %an!e Data' Mo$(%(s of E%asticit7' ...
*. General Information
NTES Naai The"a% En!ineein! Sevices
Mechanical Design of + , - in acc. ith T-M% / %&M-
This !(i$e is inten$e$ to o(t%ine a po!a" fo "echnica% $esi!n of heat e0changers in acco$ance &ith
T-M% an$ %&M-.
6,S 9 82: - 1*81' 압력용기의 구조
프로세스기기구조설계시리즈 6, "열교환기 "
; I& ;
; shell ;
; channel ;
; s(... ;
; c(... ;
; c ;
; ts ;
; s.flg ;; c.flg ;
; materials %&TM ; Stess +a%(es of %&TM < %&M- "ateia%s
; materials common "
; materials I& ; Stess +a%(es of I& "ateia%s
; materials & ; Stess +a%(es of & "ateia%s
Data ae inp(te$ via ce%%s &ith )lue &o$s < n("#es an$ co"#o#o4es.
)ttention sha%% #e pai$ to ce%%s &ith red &o$s < n("#es.
각 Sheet 의하단에나타나는회사명을바꾸!"#에$는 ' 회사명을바꾸기(하!)*.
8/9/2019 Md He Tema Asme v0.1
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Design otes :
Mechanical Design of + , - in acc. ith T-M% / %&M-
Doc. No. DN - MDHE - 100
Date 2005. . 1=.
Revision 0
1. Introduction Sheet No. 1 of 1
These notes ae inten$e$ to he%p $esi!nes fo%%o& no"a% $esi!n pactices' an$ f(the each an opti"("
$esi!n.
2. otes
Flange
The poce$(es ae fo" Ta7%o o!e 9(%%etin No. 502' =th E$.' ; Mo$en %an!e Desi!n ;.
,n !enea%' #o%ts sho(%$ #e (se$ in "(%tip%es of fo(>:?.
o %a!e $ia"ete f%an!es' "an7 s"a%%e #o%ts on a ti!ht #o%t cic%e ae eco""en$e$ to e$(ce the f%an!e
thic@ness.
NTES Naai The"a% En!ineein! Sevices
8/9/2019 Md He Tema Asme v0.1
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o) o. & 4 51 Item o. +- 4 51
Pro6ect &am!le &erice +eat -0changer
D - & I G D % T %
o$e < Stan$a$ TEM) 7R7 < )SME Sec. +,,, Div. 1
T7pe Desi!nation % - &
&hell &ide Tu)e &ide Desi!n Pess. @!
8/9/2019 Md He Tema Asme v0.1
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Doc. No. MD - P+ - 00
+ - % T - A ' + % G - R
M - ' + % I ' % ? D - & I G
o) o. & 4 51
Pro6ect &am!le
'lient -nd User ame
'ontractor -ngineering 'om!an8 ame
Item o. +- 4 51
&erice +eat -0changer
5
:
2
1
0 05. 8. 15. ,ss(e$ fo appova%. S. 6. ee S6
Rev. Date Desciption Pepae$ Revie&e$ )pp
arai Thermal -ngineering &erices
1500-11' Son!(n! Don!' /an!seo G(' 9(san' /oea' C18-2=0 Te%. 82 -51 -82 -1=
Ho"epa!e a4. 82 -51 -82 -1=
E-"ai%
NTES Naai The"a% En!ineein! Se
&&&. an o e.co. $esi!nhani%#oi%e.co.@
http://www.hanilboiler.co.kr/mailto:[email protected]:[email protected]://www.hanilboiler.co.kr/
8/9/2019 Md He Tema Asme v0.1
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e
ove$
5A8
*
vices
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+ - % T - A ' + % G - R : Doc. No. MD - HE - 100
M - ' + % I ' % ? D - & I G Date 05. 8. 15.
Rev. 0
Sheet No. 1 of 1
T a ) l e of ' o n t e n t s
1. Design Data and &ummar8
2. &hell
3.
$.
*.
B.
C.
.
E.
15.
NTES Naai The"a% En!ineein! Sevices
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+ - % T - A ' + % G - R : Doc. No. MD - HE - 100
M - ' + % I ' % ? D - & I G
Date 05. 8. 15.
1 Revision 0
2 Sheet No. 1 of 4
: Poect &am!le
5 ,te" No. +- 4 51
C Sevice +eat -0changer =
8D - & I G D % T %
*
10 Stan$a$ T-M% %ass 7R7 T7pe % - &
11 o$e %&M- &ec. "III Di. 1
12 & + - ? ? & I D - T U - & I D -
1 Desi!n
Pess(e 10 @!
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Sevice +eat -0changer Revision 0
Pat &hell
o$e 'ircumferential &tress in the ?ogitudinal oint
t P R
O α 10.0 20
O HHH * "" (se$. H"%?U-S E - 0.C P 0.85 - 0.C 10.0
Bhee' t "ini"(" e(ie$ thic@ness of she%% ""
P intena% $esi!n pess(e #g,cm2.g
R insi$e a$i(s of the she%% co(se (n$e consi$eation ""
S "a4i"(" a%%o&a#%e stess va%(e
E oint efficienc7 fo' o the efficienc7 of' appopiate oint in c7%in$ica% o spheica% she%%s
coosion a%%o&ance ""
NTES Naai The"a% En!ineein! Sevices
)SME Sec. +,,, Div. 1 UG42C J c K J 1 K
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Sevice +eat -0changer Revision 0
Pat &hell 'oer
o$e 2:1 -lli!soidal +ead; t , ? =L 5.552
t >P R
O α )100
>10.0 20
O .0 ?100
S E - 5.1 P 100 - 1 - 0.1 10.0 100 - 15
HHH * "" (se$.
Bhee' t "ini"(" e(ie$ thic@ness of she%% ""
P intena% $esi!n pess(e #g,cm2.g
R insi$e a$i(s of the she%% co(se (n$e consi$eation ""
S "a4i"(" a%%o&a#%e stess va%(e
o&es e cenc7 o an7 on n e ea Q o e" -sp eca ea s' s nc( es ea - o-s e on Q
coosion a%%o&ance ""
thic@ness e$(ction ate afte fo"in!
o$e 15 Dished +ead J Toris!herical +ead K; t , ? =L 5.552
t >0.885 P
O α )100
>0.885 10.0 :0C
O .0 ?100
S E - 5.1 P 100 - 1 - 0.1 10.0 100 - 15
HHH * "" (se$.
Bhee' insi$e spheica% o co&n a$i(s ""
NTES Naai The"a% En!ineein! Sevices
)SME Sec. +,,, Div. 1 UG432 J d K
fo &e%$e$ vesse%s' (se the efficienc7 specifie$ in U9412
)SME Sec. +,,, Div. 1 UG432 J e K
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1 Poect &am!le Doc. No. D - BNG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer Sheet No. 1 of 1
Desciption & + - ? ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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1 Poect &am!le Doc. No. D - SG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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1 Poect &am!le Doc. No. D - SG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption & + - ? ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @! - 9 ? < : "1 P O P O . " O # a -
G
G
G
G π 7
o a. oo a.' 2
D π
D . -
D
D D
T -
D
T .
D O
G
T
T T
o
D O
T
hG
hKG
HG h
;
G
G
G
MG HG h
;
GG O G
0
e
0
!1 !
0h
0 !
02 G
0 !
0 G
G
TH
G"o
o
D
α t e O 1H
T !1β :
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1 Poect &am!le Doc. No. D - RG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption & + - ? ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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1 Poect &am!le Doc. No. D - RG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption & + - ? ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Sevice +eat -0changer Revision 0
Pat &hell Flat 'oer; Unsta8ed Flat +ead
o$e 9elded
t $ P < S E O α :0C 10.0 < 1 O .0
HHH 0 "" (se$.
Bhee' a facto $epen$in! (pon the "etho$ of attach"ent of hea$' she%% $i"ensions' an$ othe ite"s as %iste$ in >$?0. " 0. 4 I "in. 0.2 fo I Be%$e$
Bhee' " the atio' t < ts t - e(ie$ thic@ness of sea"%ess channe%
ts - no"ina% thic@ness of channe%
< *
o$e Formed / 9elded
t > $ P < S E O α )
100
> :0C 0.1= 10.0 < 1 O .0 ?
100
100 - 100 - 15
HHH 0 "" (se$.
Bhee' a facto $epen$in! (pon the "etho$ of attach"ent of hea$' she%% $i"ensions' an$ othe ite"s as %iste$ in >$?
0.1= fo I o"e$ V Be%$e$
NTES Naai The"a% En!ineein! Sevices
)SME Sec. +,,, Div. 1 UG43$ J c K J2K
)SME Sec. +,,, Div. 1 UG43$ J c K J2K
ts
$t
S@etch >a?
t "in.
B.. T..
ts
$t
ts
$t
S@etch >e? S@etch >f?
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Seivice +eat -0changer Revision 0
Pat 'hannel or onnet
o$e 'ircumferential &tress in the ?ogitudinal oint
t P R
O α 5.0 20
O HHH * "" (se$. H"%?U-S E - 0.C P 0.85 - 0.C 5.0
Bhee' t "ini"(" e(ie$ thic@ness of she%% ""
P intena% $esi!n pess(e #g,cm2.g
R insi$e a$i(s of the she% % co(se (n$e consi$eation ""
S "a4i"(" a%%o&a#%e stess va%(e E oint efficienc7 fo' o the efficienc7 of' appopiate oint in c7%in$ica% o spheica% she%%s
coosion a%%o&ance ""
NTES Naai The"a% En!ineein! Sevices
)SME Sec. +,,, Div. 1 UG42C J c K J 1 K
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
e" o. 4 ee o. o 4
Sevice +eat -0changer Revision 0
Pat onnet 'oer
o$e 2:1 -lli!soidal +ead; t , ? =L 5.552
t >P R
O α )100
>5.0 20
O ?100
S E - 5.1 P 100 - 1 - 0.1 5.0 100 - 15
HHH * "" (se$.
Bhee' t "ini"(" e(ie$ thic@ness of she%% ""
P intena% $esi!n pess(e #g,cm2.g
R insi$e a$i(s of the she%% co(se (n$e consi$eation ""
S "a4i"(" a%%o&a#%e stess va%(e
E %o&est efficienc7 of an7 oint in the hea$Q fo he"i-spheica% hea$s' this inc%($es hea$-to-she%% ointQ
coosion a%%o&ance ""
thic@ness e$(ction ate afte fo"in!
o$e 15 Dished +ead J Toris!herical +ead K; t , ? =L 5.552
t >0.885 P
O α )100
>0.885 5.0 :0C
O .0 ?100
S E - 5.1 P 100 - 1 - 0.1 5.0 100 - 15
HHH * "" (se$.
Bhee' insi$e spheica% o co&n a$i(s ""
NTES Naai The"a% En!ineein! Sevices
)SME Sec. +,,, Div. 1 UG432 J d K
fo &e%$e$ vesse%s' (se the efficienc7 specifie$ in U9412
)SME Sec. +,,, Div. 1 UG432 J e K
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Sevice +eat -0changer Revision 0
Pat 'hannel 'oer; Unsta8ed Flat +ead
o$e
fo opeatin! con$itions
t $ O $!
0. 5.0 < 1 O 1.* +)UEF < 1 W O :
HHH 5 "" (se$.
fo !as@et seatin!
t 0. 0.0 < 1 O 1.* +)UEF < 1 W O :
HHH 5 "" (se$.
Bhee' t "ini"(" e(ie$ thic@ness of f%at hea$ ""$ $ia"ete "eas(e$ as in$icate$ in i!. UG-: G ""
a facto $epen$in! (pon the "etho$ of attach"ent of hea$' she%% $i"ensions' an$ othe ite"s as %iste$ in >$?
0. fo I 9o%te$' onfine$ Gas@et' S@etch >?
P intena% $esi!n pess(e @! 0.0:5 G
P O 0.5 S9 )# hG ?E t
9
G
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Sevice +eat -0changer Revision 0
Pat 'hannel 'oer; Unsta8ed Flat +ead
o$e
t $ P < S E O α 0.25 5.0 < 1 O .0
HHH 5 "" (se$.
Bhee' t "ini"(" e(ie$ thic@ness of f%at hea$ ""
$ $ia"ete "eas(e$ as in$icate$ in i!. UG-: ""
a facto $epen$in! (pon the "etho$ of attach"ent of hea$' she%% $i"ensions' an$ othe ite"s as %iste$ in >$?0.25 fo I 9o%te$ &ith (%% ace Gas@et
P intena% $esi!n pess(e @!$?
0. " 0. 4 I "in. 0.2 fo I Be%$e$
Bhee' " the atio' t < ts t - e(ie$ thic@ness of sea"%ess channe%
ts - no"ina% thic@ness of channe%
< *
o$e Formed / 9elded
t > $ P < S E O α )100
> :0C 0.1= 5.0 < 1 O .0 ?100
100 - 100 - 15
HHH 5 "" (se$.
Bhee' a facto $epen$in! (pon the "etho$ of attach"ent of hea$' she%% $i"ensions' an$ othe ite"s as %iste$ in >$?
0.1= fo I o"e$ V Be%$e$
NTES Naai The"a% En!ineein! Sevices
)SME Sec. +,,, Div. 1 UG43$ J c K J2K olted ith Full Face Gas#et
)SME Sec. +,,, Div. 1 UG43$ J c K J2K
)SME Sec. +,,, Div. 1 UG43$ J c K J2K
ts
$t
S@etch >a?
t "in.
B.. T..
ts
$t
ts
$t
S@etch >e? S@etch >f?
$
S@etch >p?
t
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1 Poect &am!le Doc. No. D - BNG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer Sheet No. 1 of 1
Desciption ' + % - ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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1 Poect &am!le Doc. No. D - SG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption ' + % - ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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1 Poect &am!le Doc. No. D - SG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption ' + % - ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @! - 9 ? < : "1 P O P O . " O # a -
G
G
G
G π 7
o a. oo a.' 2
D π
D . -
D
D D
T -
D
T .
D O
G
T
T T
o
D O
T
hG
hKG
HG h
;
G
G
G
MG HG h
;
GG O G
0
e
0
!1 !
0h
0 !
02
G
0 !
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G
TH
G"o
o
D
α t e O 1 HT !
1β :
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1 Poect &am!le Doc. No. D - RG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption ' + % - ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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1 Poect &am!le Doc. No. D - RG - 100
2 ,te" No. +- 4 51 Seivice +eat -0changer I T7pe oose Sheet No. 1 of 1
Desciption ' + % - ? F ? % G - I Desi!n es(%t Revision 0
1 D - & I G ' D I T I
: Desi!n Pess(e @!
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+ - % T - A ' + % G - R :
M - ' + % I ' % ? D - & I G
Poect &am!le Doc. No. MD - HE - 100
,te" No. +- 4 51 Sheet No. 0 of 4
Sevice +eat -0changer Revision 0
Pat Tu)esheet; &tationar8
o$e Tu)esheet Formula 4 ending
t G P
O $!s O $!t :0C 10.0
O O : η S 0.:=C
HHH 2* "" (se$.
Bhee' t Effective t(#esheet thic@ness ""
S o$e a% %o&a#%e stess in tension
P fo fi4e$ t(#esheets @!
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+ - % T - A ' + % G - R : Doc. No. MD - HE - 100
M - ' + % I ' % ? D - & I G Revision 0
Sheet No. 0 of 4
Pat 1
o$e
%&M- &ec. "III; Di. 1
UG 4 $* oOOle ec# Thic#ness
U9 4 1B Minimum Re > ? -
Mateia% o$e I& I&
Mateia% specification & $15 &TPG 3C5 - , *5 % , &ch.1B5
,ntena% $esi!n pess(e P 10 @! E 1 ? tr2 ""
UG 4 1B J ) K Mini"(" thic@ness tr3 ""
J $ K Mini"(" thic@ness of stan$a$ &a%% pipe tr$ ""
tr* ""
trB ""
-J "" HHH "" (se$. -J HHH
&iOe of 9eld Re
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M - ' + % I ' % ? D - & I G Revision 0
Sheet No. 1 of 4
Pat She%% Si$e No33%e J 1
o$e UG 4 3C Reinforcements re E1 t - t ? - 2 tn > E1 t - t ? > 1 - f1 ? o 2 > t O tn ? > E1 t - t ? - 2 tn > E1 t - t ? > 1 - f1 ?
H"%?U- ""2
S"a%%e of
H"%?U- ""2
S"a%%est of 5 t ti f2' 5 ti ti f2 o 2 h ti f2
4 ,% 4 ""2
o(t&a$ no33%e &e%$ H"%?U- ""2
o(te e%e"ent &e%$ >%e!?W2 f:
H"%?U- ""2
in&a$ no33%e &e%$ >%e!?W2 f2
4 ,% 4 ""2
> Dp - $ - 2 tn ? te f:
H"%?U- ""2
HHH H"%?U- HHH % L H"%?U- HH HH
NTES Naai The"a% En!ineein! Sevices
Sten!th e$(ction facto' ≤
Sten!th e$(ction facto' ≤
Sten!th e$(ction facto' ≤
Sten!th e$(ction facto' ≤
I UG 4 $5
%' )ea e(ie$
%1' )ea avai%a#%e in she%%
%2' )ea avai%a#%e in no33%e poectin! o(t&a$
%3' )ea avai%a#%e in in&a$ no33%e
%$1' )ea avai%a#%e in o(t&a$ &e%$
%$2' )ea avai%a#%e in o(te &e%$
%$3' )ea avai%a#%e in in&a$ &e%$
%*' )ea avai%a#%e in e%e"ent
tn Rn
Dp
tn
t
c
hti
$
te
t
I 1 S"a%%e of 2.5 t o 2.5 tn O te
I 2 S"a%%est of h' 2.5 t' o 2.5 ti
a!e of
$ o Rn O tn O t
o no33%e &a%% insete$
a!e of
$ o Rn O tn O t
o no33%e &a%% a#(ttin!
the vesse% &a%%tho(!h the vesse% &a%%
I1
I2
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+ - % T - A ' + % G - R : Doc. No. MD - HE - 100
M - ' + % I ' % ? D - & I G Revision 0
Sheet No. 2 of 4
Pat She%% Si$e No33%e J 1
o$e UG 4 $1 &trength of Reinforcement
' % ? ' U ? % T I
%lloa)le Unit &tresses UG 4 $* J c K / U9 4 1* J c K
i%%et Be%$ Shea &fs 0.:* 4 +)UEF +)UEF
No33%e Ba%% Shea &ns 0.= 4 +)UEF +)UEF
Goove Be%$ Tension > 0.=: 4 +)UEF +)UEF
Goove Be%$ Shea &gs 0.C 4 +)UEF +)UEF
&trength of 'onnection -lements I Di"ensions ae in HHH
,nne i%%et Be%$ Shea
JaK π / 2 x Nozzle OD x Wel !e x S#$
π / 2 x 4 4 +)UEF +)UEF HHH +)UEF No33%e Ba%% Shea
J)K X < 2 4 Mean No33%e Dia. 4 tn 4 Sns
π / 2 x 4 4 +)UEF +)UEF +)UEF N
Goove Be%$ Tension
JcK X < 2 4 No33%e D 4 t 4 S!t
π / 2 x 4 4 +)UEF +)UEF +)UEF N
(te i%%et Be%$ Shea
JdK X < 2 4 Pa$ D 4 Be%$ e! 4 Sfs
π / 2 x 4 4 +)UEF +)UEF +)UEF N
Uppe Goove Be%$ Tension
JeK X < 2 4 No33%e D 4 te 4 S!t
π / 2 x 4 4 +)UEF +)UEF +)UEF N
o&e i%%et Be%$ Shea
JfK X < 2 4 No33%e D 4 Be%$ e! 4 Sfs
π / 2 x 4 4 ,% 4 4 +)UEF 4 ,% 4 4 ,% 4 N
?oad to )e carried )8 9elds UG 4 $1 J ) K J 1 K / J 2 K
Be%$ oa$ fo Sten!th Path 1 - 1
9141 > )2 O )5 O ):1 O ):2 ? Sv +)UEF +)UEF N
Be%$ oa$ fo Sten!th Path 2 - 2
9242 > )2 O ) O ):1 O ): O 2 tn t f1 ? Sv +)UEF +)UEF N
Be%$ oa$ fo Sten!th Path -
9343 > )2 O ) O )5 O ):1 O ):2 O ): O 2 tn t f1 ? Sv +)UEF +)UEF N
Tota% Be%$ oa$
9 Z ) - )1 O 2 tn f1 > E1 t - t ? [ Sv +)UEF +)UEF N
'hec# &trength Paths UG 4 $1 J ) K J 1 K / J 2 K
Path 141 JdK O J)K +)UEF O +)UEF +)UEF N -J
oa$ fo Path 1-1 +)UEF N
Path 242 JaK O JcK O JeK +)UEF O +)UEF O +)UEF +)UEF N -J
oa$ fo Path 2-2 +)UEF N
Path 343 JdK O JcK +)UEF O +)UEF +)UEF N -J
oa$ fo Path - +)UEF N
-J HHH HHH
NTES Naai The"a% En!ineein! Sevices
S"a%%e of 9141 o 9
S"a%%e of 9242 o 9
S"a%%e of 9343 o 9
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Sheet No. 0 of 4
Pat 3
o$e
%&M- &ec. "III; Di. 1
UG 4 $* oOOle ec# Thic#ness
U9 4 1B Minimum Re
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+ - % T - A ' + % G - R : Doc. No. MD - HE - 100
M - ' + % I ' % ? D - & I G Revision 0
Sheet No. 1 of 4
Pat T(#e Si$e No33%e J 3
o$e UG 4 3C Reinforcements re E1 t - t ? - 2 tn > E1 t - t ? > 1 - f1 ? o 2 > t O tn ? > E1 t - t ? - 2 tn > E1 t - t ? > 1 - f1 ?
H"%?U- ""2
S"a%%e of
H"%?U- ""2
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4 ,% 4 ""2
o(t&a$ no33%e &e%$ H"%?U- ""2
o(te e%e"ent &e%$ >%e!?W2 f:
H"%?U- ""2
in&a$ no33%e &e%$ >%e!?W2 f2
4 ,% 4 ""2
> Dp - $ - 2 tn ? te f:
H"%?U- ""2
HHH H"%?U- HHH % L H"%?U- HH HH
NTES Naai The"a% En!ineein! Sevices
Sten!th e$(ction facto' ≤
Sten!th e$(ction facto' ≤
Sten!th e$(ction facto' ≤
Sten!th e$(ction facto' ≤
I UG 4 $5
%' )ea e(ie$
%1' )ea avai%a#%e in she%%
%2' )ea avai%a#%e in no33%e poectin! o(t&a$
%3' )ea avai%a#%e in in&a$ no33%e
%$1' )ea avai%a#%e in o(t&a$ &e%$
%$2' )ea avai%a#%e in o(te &e%$
%$3' )ea avai%a#%e in in&a$ &e%$
%*' )ea avai%a#%e in e%e"ent
tn Rn
Dp
tn
t
c
hti
$
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I 1 S"a%%e of 2.5 t o 2.5 tn O te
I 2 S"a%%est of h' 2.5 t' o 2.5 ti
a!e of
$ o Rn O tn O t
o no33%e &a%% insete$
a!e of
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o no33%e &a%% a#(ttin!
the vesse% &a%%tho(!h the vesse% &a%%
I1
I2
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M - ' + % I ' % ? D - & I G Revision 0
Sheet No. 2 of 4
Pat T(#e Si$e No33%e J 3
o$e UG 4 $1 &trength of Reinforcement
' % ? ' U ? % T I
%lloa)le Unit &tresses UG 4 $* J c K / U9 4 1* J c K
i%%et Be%$ Shea &fs 0.:* 4 +)UEF +)UEF
No33%e Ba%% Shea &ns 0.= 4 +)UEF +)UEF
Goove Be%$ Tension > 0.=: 4 +)UEF +)UEF
Goove Be%$ Shea &gs 0.C 4 +)UEF +)UEF
&trength of 'onnection -lements I Di"ensions ae in HHH
,nne i%%et Be%$ Shea
JaK π / 2 x Nozzle OD x Wel !e x S#$
π / 2 x 4 4 +)UEF +)UEF HHH +)UEF No33%e Ba%% Shea
J)K X < 2 4 Mean No33%e Dia. 4 tn 4 Sns
π / 2 x 4 4 +)UEF +)UEF +)UEF N
Goove Be%$ Tension
JcK X < 2 4 No33%e D 4 t 4 S!t
π / 2 x 4 4 +)UEF +)UEF +)UEF N
(te i%%et Be%$ Shea
JdK X < 2 4 Pa$ D 4 Be%$ e! 4 Sfs
π / 2 x 4 4 +)UEF +)UEF +)UEF N
Uppe Goove Be%$ Tension
JeK X < 2 4 No33%e D 4 te 4 S!t
π / 2 x 4 4 +)UEF +)UEF +)UEF N
o&e i%%et Be%$ Shea
JfK X < 2 4 No33%e D 4 Be%$ e! 4 Sfs
π / 2 x 4 4 ,% 4 4 +)UEF 4 ,% 4 4 ,% 4 N
?oad to )e carried )8 9elds UG 4 $1 J ) K J 1 K / J 2 K
Be%$ oa$ fo Sten!th Path 1 - 1
9141 > )2 O )5 O ):1 O ):2 ? Sv +)UEF +)UEF N
Be%$ oa$ fo Sten!th Path 2 - 2
9242 > )2 O ) O ):1 O ): O 2 tn t f1 ? Sv +)UEF +)UEF N
Be%$ oa$ fo Sten!th Path -
9343 > )2 O ) O )5 O ):1 O ):2 O ): O 2 tn t f1 ? Sv +)UEF +)UEF N
Tota% Be%$ oa$
9 Z ) - )1 O 2 tn f1 > E1 t - t ? [ Sv +)UEF +)UEF N
'hec# &trength Paths UG 4 $1 J ) K J 1 K / J 2 K
Path 141 JdK O J)K +)UEF O +)UEF +)UEF N -J
oa$ fo Path 1-1 +)UEF N
Path 242 JaK O JcK O JeK +)UEF O +)UEF O +)UEF +)UEF N -J
oa$ fo Path 2-2 +)UEF N
Path 343 JdK O JcK +)UEF O +)UEF +)UEF N -J
oa$ fo Path - +)UEF N
-J HHH HHH
S"a%%e of 9141 o 9
S"a%%e of 9242 o 9
S"a%%e of 9343 o 9