md pv asme v0.1 (1)
TRANSCRIPT
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Program User Guide
Doc. No. PUG - MDPV - 000Date 2005. 8. 15.Revision 0 1
1. Introduction Sheet No. 1 of 1
2. References
The prora! is "ase# on the fo$$o%in& %hich sha$$ "e referre# to for f'rther 'n#erstan#in.Design (SM) Sec. V***& Div. 1Materials (SM) Sec. ** - DTechnicals Process Vesse$ Desin Man'a$& Dennis R. Moss
Desin of Process )+'ip!ent& ,r# )#.& . . Mahaan/ata$o'es for $anes
3. Future Deelo!ment
Descri!tion Date "ersion Remar#s
No$e 05. 8. 15. 0.1/onica$ Section 05. 8. 15. 0.1She$$ $ane 05. 8. 15. 0.1ea#er& 3o4 TpeS'ppor Sa##$e
6e6'S7irt
6iftin 6'
No$e )4terna$ 6oa#)4terna$ Press'reTa$$ To%erDavit
$. Program %rchitecture
Inside the Program
*np't an# S'!!ar Sheet/a$c'$ation Sheet &hell/a$c'$ation Sheet 'ead/a$c'$ation Sheet conical &ection/a$c'$ation Sheet &hell Flange
/a$c'$ation Sheet Tu(e/a$c'$ation Sheet 'eader/a$c'$ation Sheet )oer for 'eader/a$c'$ation Sheet *o++le
Data Files
Materia$ *n#e4& $ane Data& Mo#'$'s of )$asticit& ...
,. General Information
NT)S Narai Ther!a$ )nineerin Services
Mechanical Design of P - " in acc. ith %&M/
This 'i#e is inten#e# to o't$ine a prora! for !echnica$ #esin of !ressure esselsin accor#ance%&M/.
9I& 99shell 99head 99consec99s.flg9
9tu(e 99'D 99c 99*09
9materials %&TM 9 Stress Va$'es of %&TM: %&M/ !ateria$s9 aterials co on "9materials I&9 Stress Va$'es of I& !ateria$s9materials &9 Stress Va$'es of & !ateria$s
Data are inp'te# via ce$$s %ith (lue%or#s : n'!"ers an# co!"o"o4es.(ttention sha$$ "e pai# to ce$$s %ith red%or#s : n'!"ers. Sheet ! #$% &' (
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Design *otes :
Mechanical Design of P - " in acc. ith %&M/
Doc. No. DN - MDPV - 000Date 2005. ;. 28.Revision 0
1. Introduction Sheet No. 1 of 1
These notes are inten#e# to he$p #esiners fo$$o% nor!a$ #esin practices& an# f'rther reach an opti!#esin.
2. *otes
Flange
The proce#'res are fro! Ta$or ore 3'$$etin No. 502& ;th )#.& 9 Mo#ern $ane Desin 9.
*n enera$& "o$ts sho'$# "e 'se# in !'$tip$es of fo'r.
or $are #ia!eter f$anes& !an s!a$$er "o$ts on a tiht "o$t circ$e are reco!!en#e# to re#'ce ththic7ness.
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Line No. Nominal compositionProduct formSpec No. Type/GradeMin. tensile strength
(ksi)
SA-106 Gr.B 5 Carbon steel smls, pipe SA-106 B 60.0SA-105 8 Carbon steel forgings SA-105 70.0
A-515 Gr.70 21 Carbon steel plate SA-515 70 70.0A-516 Gr.70 22 Carbon steel plate SA-516 70 70.0A-515 Gr.65 Carbon steel plate SA-515 65 65.0
A-516 Gr.65 ! Carbon steel plate SA-516 65 65.0A-515 Gr.60 2" Carbon steel plate SA-515 60 60.0A-516 Gr.60 0 Carbon steel plate SA-516 60 60.0
SA-6 17 Carbon steel bar SA-6 58.0SA-6 18 Carbon steel plate SA-6 58.0
Gr. Carbon steelGr. Carbon steelGr. Carbon steelGr. Carbon steelGr. Carbon steelGr. Carbon steel 150.0Gr. Carbon steel
Gr.Gr.Gr.
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#ea$ %1 2&1 'llips (late )ingS*ell %1 10+ is* orging /#ea$ %2 #emi-sp*erial Slip-onS*ell %2 ConialConial Se. lange$lat #ea$ el$e$S*ell lange orme$ el$e$
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'3Aa4lorAA##A/SA(3SS
SS
5s 10s 40s 80s 5
DN OD-mm mm mm mm mm mm
1/2" 21.3 1.65 2.11 2.77 3.73 1.65
3/4" 26.7 1.65 2.11 2.87 3.91 1.65
1" 33.4 1.65 2.77 3.38 4.55 1.65
1 1/2" 48.3 1.65 2.77 3.68 5.08 1.65
2" 60.3 1.65 2.77 3.91 5.54 1.65
2 1/2" 73 2.11 3.05 5.16 7.01 2.113" 88.9 2.11 3.05 5.49 7.62 2.11
4" 114.3 2.11 3.05 6.02 8.56 2.11
6" 168.3 2.77 3.4 7.11 10.97 2.77
8" 219.1 2.77 3.76 8.18 12.7 2.77
10" 273 3.4 4.19 9.27 12.7 3.4
12" 323.8 3.96 4.57 9.53 12.7 3.96
14" 355.6 3.96 4.78 9.53 12.7 3.96
16" 406.4 4.19 4.78 9.53 12.7 4.19
18" 457 4.19 4.78 9.53 12.7 4.19
20" 508 4.78 5.54 9.53 12.7 4.78
24" 610 5.54 6.35 9.53 12.7 5.54
26" 660
28" 711.2
30" 762 6.35 7.92 9.53 12.7
32" 812.8
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Min. yeild strengthExternal pressure chart
(ksi) -20 to 100 150 200 250 300 400 500 600 650 700 750
5.0 CS-2 17.1 17.1 17.1 17.1 17.1 17.1 17.1 17.1 15.6 1.06.0 CS-2 20.0 20.0 20.0 20.0 20.0 1".6 18.! 17.8 17.2 1!.88.0 CS-2 20.0 20.0 20.0 20.0 20.0 20.0 1".! 18.8 18.1 1!.88.0 CS-2 20.0 20.0 20.0 20.0 20.0 20.0 1".! 18.8 18.1 1!.85.0 CS-2 18.6 18.6 18.6 18.6 18.6 18.6 17." 17. 16.7 1."
5.0 CS-2 18.6 18.6 18.6 18.6 18.6 18.6 17." 17. 16.7 1."2.0 CS-2 17.1 17.1 17.1 17.1 17.1 17.1 16.! 15.8 15. 1.02.0 CS-2 17.1 17.1 17.1 17.1 17.1 17.1 16.! 15.8 15. 1.06.0 CS-2 16.6 16.6 16.6 16.6 16.6 16.6 16.6 16.6 15.6 1.06.0 CS-2 16.6 16.6 16.6 16.6 16.6 16.6 16.6 15.6
SA-106 Gr.B 17.1
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10 20 30 40 60 80 100 120 160 XS XXS
mm mm mm mm mm mm mm mm mm mm mm
2.11 2.41 2.77 3.7 4.78 3.73 7.47
2.11 2.41 2.87 3.9 5.56 3.91 7.82
2.11 2.9 3.38 4.6 6.35 4.55 9.09
2.77 3.18 3.68 5.1 7.14 5.08 10
2.77 3.18 3.91 5.5 8.74 5.54 11
3.05 4.78 5.16 7 9.53 7.01 143.05 4.78 5.49 7.6 11 7.62 15
3.05 4.78 6.02 8.6 11 13 8.56 17
3.4 7.11 11 14 18 11 22
3.76 6.35 7.04 8.18 10 13 15 18 23 12.7 22
4.19 6.35 7.8 9.27 12.7 15 18 21 29 12.7 25.4
4.57 6.35 8.38 10 14 17 21 25.4 33 12.7 25.4
6.35 7.92 9.53 11 15 19 24 28 36 12.7
6.35 7.92 9.53 12.7 17 21 26 31 40 12.7
6.35 7.92 11.13 14 19 24 29 35 45 12.7
6.35 9.53 12.7 15 21 26 33 38.1 50 12.7
6.35 9.53 14.27 17 25 31 39 46 60 12.7
7.92 12.7 12.7
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800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650
10.8 8.7 5." !.0 2.5 12.0 ". 6.7 !.0 2.5 12.0 ".2 6.7 !.0 2.5 12.0 ".2 6.7 !.0 2.5 11.! 8.7 5." !.0 2.5
11.! 8.7 5." !.0 2.5 10.8 8.7 5." !.0 2.5 10.8 8.7 5." !.0 2.5 10.8 8.7 5."
Temperature oF
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NP!T " S!MM#$% S&EET for P/' ME(&. )ESGN
ob /o. - 000! - 3' - CA9 - 0005 tem /o. : - 6501(ro;et CA 3A GAS ()b? General
N T E $ N # L E * T E $ N # L
esign (ress@re 12 gm2.g gm2.gesign emperat@re 70 oC 0 oCest (ress. est 3et*o$ psi.g #4$rostati
S&ELL &E#) N+,,LE T!-E
Corrosion Alloane mm .0 .0 .0 .0
(+NST$!(T+N )#T#
)escription Type Materials oint 'f .., mm *iness, mmCo$e Spe. /o. t, min. t, reD.
#ea$ %1 (late 2&1 'llipsoi$al AS3 SA-516 Gr.70 0.85 1500 10.58S*ell %1 (late AS3 SA-515 Gr.70 1 1500 5. ".!#ea$ %2 (late 2&1 'llipsoi$al AS3 SA-515 Gr.70 0.85 1500 10.58Conial Se. (late Conial AS3 SA-515 Gr.70 0.85 1500 5. 10.58lat #ea$ orging 10+ is*e$ AS3' SA-105 0.85 1500 3. np@t E 10.58S*ell lange orging AA / AS3' SA-105 0.85 1500 % 3. np@t E 10.58
%:A9'F t st$ E
@be t@be -t@be S SS 0! B ' 1 1".! %:A9'F
#ea$er, nlet pipe Cir@lar S SS 0! ( ' 1 %:A9'F %:A9'FBlin$ lg, nlet plate el$e$ S SS 0! 1 %:A9'F
lange E#ea$er,
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/otes & 1. - /) - & /ot )eD@ire$.2. - /A - & /ot Appliable.!.
/'S
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o. /o. 3 - S - 000ate 2005. 8. 15.)e=ision 0
') S*eet /o. 1
UG - 16 (b)
3inim@m *iness of (ress. )etaining (artst,min-CA Ser=ie
1.5 General6 nfire$ Steam Boiler
2.5 Compresse$ Air 2.5 Steam2.5 ater
!.5067601 'Kl@$ing orrosion alloane,after forming,
regar$less of material.
t, @se$ @$ge
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Ar Area )eD@irement BSA )eD@irement for Bolt Setional AreaSr Strengt* )eD@irement BS( )eD@irement for Bolt Spaing
G )eD@irement for Gaset i$t*Bolt Bolt etail, S iHe QJt4
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of 1
(art(. ). (artsS*ell #ea$S*ell #ea$S*ell #ea$S*ell #ea$
Pipe Sie
t si psi.g bar.g 3(a.g (a.g mm#2< gm2.g17.!8 575.0! 20.0 20000 1.78"515 0.178"51 2757."028 1!06177" 1!06.1"2
20.0 20000 1.78"515 0.178"51 2757."028 1!06177" 1!06.1"220.0 20000 1.78"515 0.178"51 2757."028 1!06177" 1!06.1"2
G Bolt t 20.0 20000 1.78"515 0.178"51 2757."028 1!06177" 1!06.1"2%:A9'F 1L !8 20.0 20000 1.78"515 0.178"51 2757."028 1!06177" 1!06.1"2%:A9'F 1L !8 20.0 20000 1.78"515 0.178"51 2757."028 1!06177" 1!06.1"2
%:A9'F %:A9'F
%:A9'F %:A9'F
%:A9'F %:A9'F
%:A9'F %:A9'F
%:A9'F %:A9'F
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/arai *ermal 'ngineering Ser=ies
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ob /o. ! 00012 ME (#L 0003 tem /o. ' 4305(ro;et (# M#! G#S P$+(ESSNG PL#NT Ser=ie #$ $E(E'E$) E S G N ) # T #
Co$e #SME Sec. ' )i6. 5Ser=ie a. to G-16 >b? General
N T E $ N # L E * T E $ N # L
esign (ress@re 00 psi.g gm2.g
esign emperat@re !0 R 0 Rest (ress. est 3et*o$ psi.g #4$rostati
S & E L L & E # ) N + , , L E T ! - E
Corrosion Alloane mm 0( + N S T $ ! ( T + N ) # T #
)escription TypeMaterials
7oint Eff . .).8 mmThic9ness8 mm
(ode Spec. No. t8 min. t8 re:. t
S*ell plate AS3 A 516-70 0.85 2500 !.6 %:A9'F#ea$ plate 2&1 'llipsoi$al AS3 A 516-70 1 5.! %:A9'FS*ell %2 plate AS3 A 516-70 0.85 1!50 !.6 %:A9'FConial Se. plate Conial AS3 A 516-70 0.85 5.! %:A9'Flat #ea$ forging lange$ AS3 A 105 /oHHle E 1!50 . np@t %:A9'FS*ell lange forging A/S / AS3 A 105 150 lb /I.t E 1! %:A9'F
st$ siHeE %%% t st$ E
@bet@be -t@be S SS 0! B ' 1 1".! %:A9'F
#ea$er, nlet pipe Cir@lar S SS 0! ( ' 1 %:A9'F %:A9'FBlin$ lg, nlet plate el$e$ S SS 0! 1 %:A9'F
lange E #ea$er,
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o. /o. 3ate 2
)e=ision 0
S*eet /o. 1 of!G 54 < = >
Minimum Thic9ness of Press. $etaining Parts
t8min(# Ser6ice Part
1.6 General (. ). (arts6 nfire$ Steam Boiler S*ell #
2.! Compresse$ Air S*ell #2.! Steam S*ell #2.! ater S*ell #
'Kl@$ing orrosion alloane,after forming,regar$less of material.
+)
%:A9'Fing 15 +
BSA BS( GMN2.5L * )e$@ %:A9'F %:A9'F %:A9'
SS 15 + %:A9'F %:A9'F %:A9'
%:A9'F50.8 9ong. 70.5
0 %:A9'FBSA G
0 %:A9'FMN!L BSA G
SS %:A9'F %:A9'F
9oation E S*ell %:A9'FAess or nspetion
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e
)
%:A9'F
t%:A9'F%:A9'F
%:A9'F
%:A9'F
%:A9'F
%:A9'F
%:A9'F
/arai *ermal 'ngineering Ser=ies
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Doc. No. MD - PV - 000
P R / & & U R / " / & & /
M / ) ' % * I ) % D / & I G *
o( *o. ? U 4 5553$ 4 M/ 4 )% 4 555,
Pro6ect ? )% M%U G%& PR7)/&&I*G P%*T
)lient ? G)
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Item *o. ? " 4 8,51
&erice %IR R/)/I"/R
5=
,210 05. 8. 15. *ss'e# for approva$. S. @. 6ee 6TG 6ee
Rev. Date Description Prepare# Revie%e# (pprove#
*arai Thermal /ngineering &erices
Te$.o!epae a4.)-!ai$
NT)S Narai Ther!a$ )nineerin Services
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G *Date 05. 8. 15.Rev. 0Sheet No. 1 of 1
T a ( l e of ) o n t e n t s
1. Design Data and &ummar9
2. &hell
3.
$.
,.
8.
.
;.
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G *
Date 05. 8. 15.1 Revision 02 Sheet No. 1 of 4,= Proect )% M%U G%& PR7)/&&I*G P%*T5 *te! No. " 4 8,51
A Service %IR R/)/I"/R;8
D / & I G * D % T %B10 /o#e %&M/ &ec. "III Di. 111 I * T / R * % / = T / R * % 12
DesinPress're ,00 psi.
1, Te!perat're ,=0 C1=
Press're TestMetho# #rostatic
15 Press're 0 psi.1A (!"ient Te!perat're ,0 C1; )orrosion %lloance oint /fficienc9 Radiogra!h918 She$$ , !! 0.85 Spot
1B ea# , !! 1 No or '$$20 No$e , !! EEE EEE21 T'"e 0 !! EEE EEE22
D / & I G * & U M M % R >2,2=
Descri!tion T9!e MaterialID
Thic#ness
Remar#s25 Min. Re?. Used2A !!2; She$$ ( 51A-;0 2500 =.A FFF 1=28 ea# 2?1 )$$ipsoi#a$ ( 51A-;0 5.= FFF 1=2B She$$ F2 ( 51A-;0 1=50 =.A FFF 1=,0 /onica$ Sec. /onica$/oncentric ( 51A-;0 FFF FFF 5.= FFF 1= 6 B20 !!,1 $at ea# $ane#
( 105 N *D. FFF FFF 50 3o$t ( 1B,-3;&H2.5,2 She$$ $ane (NS* : IN ( 105 N Th7 1= FFF B5 Gas7et Spira$ I.&S,,
T U @ / A ' / % D / R,=,5
Descri!tion T9!e MaterialID 7D
Thic#ness
Remar#s,A Re?. Used.,; !!,8 T'"e U-t'"e STS ,0= T3 ) FFF FFF FFF ,,B ea#er& *n$et /irc'$ar STS ,0= TP ) FFF FFF FFF FFF 125 ( : Sch.80=0 3$in# $& *n$et Ie$#e# STS ,0= FFF 15=1 ea#er& J't$et /irc'$ar STS ,0= TP ) FFF FFF FFF FFF 80 ( : Sch.80=2 3$in# $& J't$ $ane# SUS ,0= FFF FFF (NS* : S$ip-on : 150 $"=,
* 7 B B / &===5
Descri!tion Material ocationID 7D
hic#ness Pad
Remar#=A Re?. sed. Material 7D t=; !! !!=8 (1& Manho$e ( 51A-;0 She$$ FFF FFF FFF FFF ( 51A-;0 FFF 1==B 1 K 2 ( 10A-3 She$$ FFF FFF FFF FFF5051525,5= Re!ar7s ?555A5;585BA0
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M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part &hell
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 2 Thic#ness of &hells under Internal Pressure E /irc'!ferentia$ stress overns. c E 1 E )ircumferential &tress in the ongitudinal oint So& ca$c'$ation for $on. stress is o!itt
D / & I G * D % T %
Materia$ /o#e %&TM
Materia$ % ,1845
*nterna$ #esin press're P ,00 psi.
Desin te!perat're ,=0 C
*nsi#e #ia!eter of the she$$ co'rse 'n#er consi Uncorro#e# 2&500 !!
*nsi#e #ia!eter of the she$$ co'rse 'n#er consi /orro#e# D 2&50A !!
*nsi#e ra#i's /orro#e# R 1&25, !!
Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF
@oint efficienc for& or the efficienc of& appropriate oint ) 0.85
/orrosion a$$o%ance , !!
) % ) U % T I 7 *
Minimum Re?uired Thic#ness of &hell
/hec7s ? t FFF FFF 0.5 R A2A.5 - FF
P ,00 FFF 0.,85 S ) FV(6U)L - FF
t P R
O + ,00.0 1&25,
O ,.0S ) - 1 P FV(6U)L 0.85 - FF FFF
FFF !! 1= !! 'se#. - "%U/
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part 'ead
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 32 Formed 'eadsC and &ectionsC Pressure on )oncae &ide
d EC e E or f E
D / & I G * D % T %
Materia$ /o#e %&TMMateria$ % ,1845*nterna$ #esin press're P ,00 psi.Desin te!perat're ,=0 C*nsi#e #ia!eter of the hea# Uncorro#e# 2&500 !!*nsi#e #ia!eter of the hea# /orro#e# D 2&50A !!*nsi#e ra#i's /orro#e# R 1&25, !!Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF@oint efficienc ) 1/orrosion a$$o%ance , !!Thic7ness re#'ction rate after for!in rt 15 *nsi#e spherica$ or cro%n ra#i's 0.B05 D 6 2&2A; !!
) % ) U % T I 7 *
2:1 /lli!soidal H UG 4 32 d E
/hec7 ? t : 6 FFF FFF 0.002 - FF
t
100
FF
S ) - 0.2 100 - rt 2 FV(6U)L 1 - FF FFF FF - 15
FFF !! 1= !! 'se#. - "%U/
15 Dished H UG 4 32 e E
/hec7 ? t : 6 FFF FFF 0.002 - FF
t 100
FF
S ) - 0.1 P 100 - rt FV(6U)L 1 - FF FFF FF - 15
FFF !! 1= !! 'se#. - "%U/
'emi4s!herical H UG 4 32 f E
/hec7s ? t FFF FFF 0.,5A 6 80A.B - FF
P ,00 FFF 0.AA5 S ) FV(6U)L - FF
t
100
FF
S ) - 0.2 100 - rt 2 FV(6U)L 1 - FF FFF FF - 15
FFF !! 1= !! 'se#. - "%U/
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Minimum Re?uired Thic#ness of 'ead (eforeForming
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part &hell 2
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 2 Thic#ness of &hells under Internal Pressure E /irc'!ferentia$ stress overns. c E 1 E )ircumferential &tress in the ongitudinal oint So& ca$c'$ation for $on. stress is o!itt
D / & I G * D % T %
Materia$ /o#e %&TM
Materia$ % ,1845
*nterna$ #esin press're P ,00 psi.
Desin te!perat're ,=0 C
*nsi#e #ia!eter of the she$$ co'rse 'n#er consi Uncorro#e# 1&=50 !!
*nsi#e #ia!eter of the she$$ co'rse 'n#er consi /orro#e# D 1&=5A !!
*nsi#e ra#i's /orro#e# R ;28 !!
Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF
@oint efficienc for& or the efficienc of& appropriate oint ) 0.85
/orrosion a$$o%ance , !!
) % ) U % T I 7 *
Minimum Re?uired Thic#ness of &hell
/hec7s ? t FFF FFF 0.5 R ,A= - FF
P ,00 FFF 0.,85 S ) FV(6U)L - FF
t P R
O + ,00.0 ;28
O ,.0S ) - 1 P FV(6U)L 0.85 - FF FFF
FFF !! 1= !! 'se#. - "%U/
NT)S Narai Ther!a$ )nineerin Services
-
8/12/2019 MD PV ASME v0.1 (1)
27/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part )onical &ec.
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 32 Formed 'eadsC and &ectionsC Pressure on )oncae &ide
g E )onical &ections Jithout Transition nuc#le E
D / & I G * D % T %
Materia$ /o#e %&TMMateria$ % ,1845/onfi'ration )oncentric*nterna$ #esin press're P ,00 psi.Desin te!perat're ,=0 C
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Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF@oint efficienc for& or the efficienc of& appropriate oint ) 0.85/orrosion a$$o%ance , !!
) % ) U % T I 7 *
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FFF !! 1= !! 'se#. - "%U/
NT)S Narai Ther!a$ )nineerin Services
*nsi#e #ia!eter of the she$$& larger
*nsi#e #ia!eter of the she$$& smaller
Minimum Re?uired Thic#ness of )onical&hell
Q Q!a4
-
8/12/2019 MD PV ASME v0.1 (1)
28/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part Flat 'ead
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 3$ Unsta9ed Flat 'eads and )oers
c E 2 E etch 6 E
D / & I G * D % T %
Materia$ /o#e %&TMMateria$ % 15,*nterna$ #esin press're P ,00 psi.Desin te!perat're ,=0 CDia!eter !eas're# as in#icate# in i. UG-,= # 1&505 !!Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF@oint efficienc for& or the efficienc of& appropriate oint ) 1actor #epen#in 'pon the !etho# of attach!ent of hea#& she$$ #i!e / 0.,Tota$ 3o$t $oa# J EEE FFGas7et !o!ent ar!& ra#ia$ #istance fro! "o$t center to $ine of as7et FV(6U)L !!/orrosion a$$o%ance , !!
) % ) U % T I 7 *
Minimum Re?uired Thic#ness of Flat 'ead
t # O +
H 7!erating )ondition
to FFF 0.,0 FFF : FFF 1 O 2 "%U/ FFF : FFF 1 FFF O ,.0 FFF !!
H Gas#et &eating
t FFF 0.,0 0.0 : FFF 1 O 2 "%U/ FFF : FFF 1 FFF O ,.0 FFF !!
t 6arer of to or t FFF !! 50 !! 'se#. -
Flange Data
Dia!eter at $ocation of as7et $oa# reactio d FFF !! t 50 ESt FFF
,03asic as7et seatin %i#th "0 10.0 !!
)ffective as7et seatin %i#th " 8.0 !!Gas7et Spira$ I.&SUS FFF
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6U)L
Gas7et 'nit seatin $oa# FFF FF Gas7et d
V(6U)L
V(6U)L
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Total @olt oad
H 7!erating )ondition
J I!1 O p 0.;85 FFF ,00 O < 2 8.0 ,.1= FFF FFF FFF > "%U/
H Gas#et &eating
I!2 ,.1= " # ,.1= 8.0 FFF FFF FV(6U)LS" FFF FF E ($$o%a"$e "o$t stress at #esin te!p.Sa FFF FF E ($$o%a"$e "o$t stress at at!ospheric te!p.(!1 I!1 : S" FV(6U)L : FFF FFF(!2 I!2 : Sa FV(6U)L : FFF FFF(! 6arer of (!1 or (!2 FFF E tota$ re+'ire# cross-sectiona$ area of "o$ts(" FFF E cross-sectiona$ area of the "o$ts 'sin the root #ia
E (" FFF(! - FFE Re+'ire# as7et %i#th (" Sa : 2 FFF FFF Gas7et %i#th& 'se 20.0 - FFF
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@olted ith a confined gas#etFlange to
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-
8/12/2019 MD PV ASME v0.1 (1)
29/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part Flat 'ead
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 3$ Unsta9ed Flat 'eads and )oers
c E 2 E etch ! E
D / & I G * D % T %
Materia$ /o#e %&TM
Materia$ % 15,
*nterna$ #esin press're P ,00 psi.
Desin te!perat're ,=0 C
Dia!eter !eas're# as in#icate# in i. UG-,= # FV(6U)L !!
Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF
@oint efficienc for& or the efficienc of& appropriate oint ) 1
actor #epen#in 'pon the !etho# of attach!ent of hea#& she$$ #i!e / 0.25
/orrosion a$$o%ance , !!
) % ) U % T I 7 *
Minimum Re?uired Thic#ness of Flat 'ead
t
t # / P : S ) O + E
V(6U
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NT)S Narai Ther!a$ )nineerin Services
@olted ith a full4face gas#etto &hell
-
8/12/2019 MD PV ASME v0.1 (1)
30/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part Flat 'ead
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 3$ Unsta9ed Flat 'eads and )oers
c E 2 E etch e E or f E Jelded to &hell
D / & I G * D % T %
Materia$ /o#e %&TM
Materia$ % 15,
*nterna$ #esin press're P ,00 psi.
Desin te!perat're ,=0 C
Dia!eter !eas're# as in#icate# in i. UG-,= Uncorro#e# 1=50 !!
Dia!eter !eas're# as in#icate# in i. UG-,= /orro#e# # 1=5A !!
Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF
@oint efficienc for& or the efficienc of& appropriate oint ) 1
actor #epen#in 'pon the !etho# of attach!ent of hea#& she$$ #i!e / EEE
/orrosion a$$o%ance , !!
) % ) U % T I 7 *
Minimum Re?uired Thic#ness of Flat 'ead
! the ratio& tr : ts FFF : 1= FFF
Ihere tr Re+'ire# thic7ness of sea!$ess she$$ts No!ina$ thic7ness of she$$
/ 0.,, ! 0.,, 4 FFF FFF E !in. 0.2
t # / P : S ) O + FFF FFF FFF : FV(6U)L 1 O ,.0
FFF !! 50 !! 'se#. -
NT)S Narai Ther!a$ )nineerin Services
ts
#
t
ts
#
t
S7etch
S7etch
-
8/12/2019 MD PV ASME v0.1 (1)
31/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part Flat 'ead
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 3$ Unsta9ed Flat 'eads and )oers
c E 2 E etch a E Formed A Jelded to &hell
D / & I G * D % T %
Materia$ /o#e %&TM
Materia$ % 15,
*nterna$ #esin press're P ,00 psi.
Desin te!perat're ,=0 C
Dia!eter !eas're# as in#icate# in i. UG-,= Uncorro#e# 1=50 !!
Dia!eter !eas're# as in#icate# in i. UG-,= /orro#e# # 1=5A !!
Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF
@oint efficienc for& or the efficienc of& appropriate oint ) 1
actor #epen#in 'pon the !etho# of attach!ent of hea#& she$$ #i!e / 0.1;
/orrosion a$$o%ance , !!
Thic7ness re#'ction rate after for!in rt 15
) % ) U % T I 7 *
Minimum Re?uired Thic#ness of Flat 'ead
t < # / P : S ) O + .100
< FFF 0.1; FFF : FV(6U)L 1 O FFF >FF
100 - r FF - 15
FFF !! 50 !! 'se#. -
NT)S Narai Ther!a$ )nineerin Services
ts
#t
S7etch
r , t!in.
I.6.
T.6.
-
8/12/2019 MD PV ASME v0.1 (1)
32/51
1 Proect )% M%U G%& PR7)/&&I*G P%*T Doc. No. - IN6G - 1002 *te! No. " 4 8,51 Serivice %IR R/)/I"/R Sheet No. 1 of 1, Description &hell Flange E Desin res'$t FFF Revision 0
1 D / & I G * ) 7 * D I T I 7 *
= Desin Press're psi. ,00 %lloa(le &tresses5 Desin Te!perat're/ ,=0 Flange @oltingA (t!. Te!p. C FV(6U)L Materia$ (STM ( 105 Materia$ (STM ( 1B,-3;&H2.59; /orrosion ($$o%ance!! , at Desin Te FF FV(6U)L at Desin Te FF FV(6U)L8 at (t!. Te!p. FF FV(6U)L at (t!. Te!p. FF FV(6U)L
2 % & / T A @ 7 T D / T % I 3 7 % D A @ 7 T ) % ) U % T I 7 * &
B Gas7et Materia$ Spira$ I.&SUS $" FV(6U)Lin2 FV(6U)L10 Gas7et Ii#th& N in FV(6U)L $" FV(6U)L
11 ! FV(6U)L $" FV(6U)L in2 FV(6U)L12 FF FV(6U)L $" FV(6U)L FV(6U)L1, : " in FFF FFF $" FV(6U)L1= G in FV(6U)L15 3o$t Sie : t& n FFF FFF Re+'ire# Gas7et Ii#th
in FFF FFF1A in FFF FFF1; 3o$t Spacin in FFF FFF H- E Min. : Ma4.& T)M FFF : FFF
$ M 7 M / * T ) % ) U % T I 7 * &
oadC l( 0 eer %rmC in K MomentC l(4in
7!erating )ondition
18 ;;=&22= FV(6U)L FV(6U)L1B FV(6U)L FV(6U)L FV(6U)L20 FV(6U)L FV(6U)L FV(6U)L21 FV(6U)L
Gas#et &eating
22 FV(6U)L FV(6U)L FV(6U)L2,
, & ' % P / F % ) T 7 R & & / T ) '2= ( : 3 FV(6U)L FV(6U)L25 T FV(6U)L FV(6U)L2A FV(6U)L V FV(6U)L2; W FV(6U)L f FV(6U)L t B5 h FFF28 U FV(6U)L FV(6U)L E STD FFF2B FV(6U)L
# U
FV(6U)L,0 FV(6U)L V,1 ) FFF
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=, FV(6U)LFFF 6onit'#ina$ '"&
FV(6U)L FV(6U)LFFF 6onit'#ina$ '"&
FV(6U)LFFF FFF
== FV(6U)L
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FV(6U)LFFF FFF
=5 FV(6U)LFFF Tanentia$ $ane
FV(6U)L FV(6U)LFFF Tanentia$ $ane
FV(6U)LFFF FFF
=A FV(6U)LFFF
FV(6U)L FV(6U)LFFF
FV(6U)LFFF FFF
NT)S Narai Ther!a$ )nineerin Services
J / D I * G * / ) F % * G / D / & I G *
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8/12/2019 MD PV ASME v0.1 (1)
33/51
1 Proect )% M%U G%& PR7)/&&I*G P%*T Doc. No. D - SJ6G - 1002 *te! No. " 4 8,51 Serivice %IR R/)/I"/R E Tpe 6oose Sheet No. 1 of 1, Description &hell Flange E Desin res'$t FFF Revision 0
1 D / & I G * ) 7 * D I T I 7 *
= Desin Press're psi. ,00 %lloa(le &tresses5 Desin Te!perat're/ ,=0 Flange @oltingA (t!. Te!p. C FV(6U)L Materia$ (STM ( 105 Materia$ (STM ( 1B,-3;&H2.59; /orrosion ($$o%ance!! , at Desin Te FF FV(6U)L at Desin Te FF FV(6U)L8 at (t!. Te!p FF FV(6U)L at (t!. Te!p FF FV(6U)L
2 % & / T A @ 7 T D / T % I 3 7 % D A @ 7 T ) % ) U % T I 7 * &
B Gas7et Materia$ Spira$ I.&SUS $" FV(6U)Lin2 FV(6U)L10 Gas7et Ii#th& N in FV(6U)L $" FV(6U)L
11 ! FV(6U)L $" FV(6U)L in2 FV(6U)L12 FF FV(6U)L $" FV(6U)L FV(6U)L1, : " in FFF FFF $" FV(6U)L1= G in FV(6U)L15 3o$t Sie : t& n FFF FFF Re+'ire# Gas7et Ii#th
in FFF FFF1A in FFF FFF1; 3o$t Spacin in FFF FFF H- E Min. : Ma4.& T)M FFF : FFF
$ M 7 M / * T ) % ) U % T I 7 * &
oadC l( 0 eer %rmC in K MomentC l(4in
7!erating )ondition
18 ;B;&;B; FV(6U)L FV(6U)L1B FV(6U)L FV(6U)L FV(6U)L20 FV(6U)L FV(6U)L FV(6U)L21 FV(6U)L
Gas#et &eating
22 FV(6U)L FV(6U)L FV(6U)L2,
, & ' % P / F % ) T 7 R & & / T ) '2= ( : 3 FV(6U)L FV(6U)L25 T FV(6U)L FV(6U)L2A FV(6U)L FV(6U)L2; W FV(6U)L f FV(6U)L t B5 h FFF28 U FV(6U)L FV(6U)L E STD FFF2B FV(6U)L
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FV(6U)LFFF FFF
=5 FV(6U)LFFF Tanentia$ $ane
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FV(6U)LFFF FFF
=A FV(6U)LFFF
FV(6U)L FV(6U)LFFF
FV(6U)LFFF FFF
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& I P 4 7 * F % * G / D / & I G *
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8/12/2019 MD PV ASME v0.1 (1)
34/51
1 Proect )% M%U G%& PR7)/&&I*G P%*T Doc. No. D - SJG - 1002 *te! No. " 4 8,51 Serivice %IR R/)/I"/R E Tpe 6oose Sheet No. 1 of 1, Description &hell Flange E Desin res'$t FFF Revision 0
1 D / & I G * ) 7 * D I T I 7 *
= Desin Press're psi. ,00 %lloa(le &tresses5 Desin Te!perat're/ ,=0 Flange @oltingA (t!. Te!p. C FV(6U)L Materia$ (STM ( 105 Materia$ (STM ( 1B,-3;&H2.59; /orrosion ($$o%ance!! , at Desin Te FF FV(6U)L at Desin Te FF FV(6U)L8 at (t!. Te!p. FF FV(6U)L at (t!. Te!p. FF FV(6U)L
2 % & / T A @ 7 T D / T % I 3 7 % D A @ 7 T ) % ) U % T I 7 * &
B Gas7et Materia$ Spira$ I.&SUS $" FV(6U)Lin2 FV(6U)L10 $" FV(6U)L
11 ! FV(6U)L FV(6U)L in2 FV(6U)L12 FF FV(6U)L $" FV(6U)L FV(6U)L1, in FV(6U)L $" FV(6U)L $" FV(6U)L1= in FV(6U)L FV(6U)L15 3o$t Sie : t& n FFF FFF
1A in FFF FFF 3o$t o$e Dia.& FFF in1; 3o$t Spacin in FFF FFF H- E Min. : Ma4.& T)M FFF : FFF
$ M 7 M / * T ) % ) U % T I 7 * &
oadC l( 0 eer %rmC in K MomentC l(4in
7!erating )ondition
18 ;B;&;B; FV(6U)L FV(6U)L1B FV(6U)L FV(6U)L FV(6U)L20 FV(6U)L
eer %rmC in
21 < / - 3 > < 2 3 O / >
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FV(6U)LA < 3 O / > A < / O ( >Reerse MomentC l(4in
22 I - FV(6U)L FV(6U)L FV(6U)L
, & ' % P / F % ) T 7 R & & / T ) '
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=0 FV(6U)LFFF 6onit'#ina$ '"&
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FV(6U)LFFF
== FV(6U)L
Ra#ia$ Stress at 3o$t /ir
FV(6U)LFFFFFF
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1 D / & I G * ) 7 * D I T I 7 *
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36/51
1 Proect )% M%U G%& PR7)/&&I*G P%*T Doc. No. D - RG - 1002 *te! No. " 4 8,51 Serivice %IR R/)/I"/R E Tpe 6oose Sheet No. 1 of 1, Description &hell Flange E Desin res'$t FF Revision 0
1 D / & I G * ) 7 * D I T I 7 *
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37/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part Tu(e
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 2 Thic#ness of &hells under Internal Pressure E /irc'!ferentia$ stress overns. c E 1 E )ircumferential &tress in the ongitudinal oint So& ca$c'$ation for $on. stress is o!itt
D / & I G * D % T %
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-
8/12/2019 MD PV ASME v0.1 (1)
38/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part 'eaderC Inlet
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 2 Thic#ness of &hells under Internal Pressure E /irc'!ferentia$ stress overns. c E 1 E )ircumferential &tress in the ongitudinal oint So& ca$c'$ation for $on. stress is o!itt
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-
8/12/2019 MD PV ASME v0.1 (1)
39/51
-
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40/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part @lind FlgC Inlet
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-
8/12/2019 MD PV ASME v0.1 (1)
41/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part @lind FlgC Inlet
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 3$ Unsta9ed Flat 'eads and )oers
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8/12/2019 MD PV ASME v0.1 (1)
42/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part 'eaderC 7utlet
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 2 Thic#ness of &hells under Internal Pressure E /irc'!ferentia$ stress overns. c E 1 E )ircumferential &tress in the ongitudinal oint So& ca$c'$ation for $on. stress is o!itt
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-
8/12/2019 MD PV ASME v0.1 (1)
43/51
-
8/12/2019 MD PV ASME v0.1 (1)
44/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part @lind FlgC 7utlet
/o#e
%&M/ &ec. "IIIC Di. 1
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-
8/12/2019 MD PV ASME v0.1 (1)
45/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part @lind FlgC 7utlet
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 3$ Unsta9ed Flat 'eads and )oers
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8/12/2019 MD PV ASME v0.1 (1)
46/51
P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part No$e %1C Manhole
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UJ 4 18 Minimum Re?uirements for %ttachment Jelds at 7!enings
D / & I G * D % T %
&hell * 7 B B /Materia$ /o#e %&TM %&TMMateria$ specification % ,1845 % ,1845*nterna$ #esin press're P ,00 psi. ,00 psi.Desin te!perat're ,=0 C ,=0 C*nsi#e #ia!eter Uncorro#e# 2&500 !! 585.A !!*nsi#e #ia!eter /orro#e# D 2&50A !! Dn 5B1.A !!*nsi#e ra#i's /orro#e# R 1&25, !! Rn 2B5.8 !!Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF Sn FV(6U)L FF@oint efficienc ) 0.85 )n 1/orrosion a$$o%ance , !! n , !!No!ina$ %a$$ thic7nes Uncorro#e# 1= !! 12.00 !!Ia$$ thic7ness /orro#e# t 11 !! tn B.00 !!
) % ) U % T I 7 *
Minimum *o++le Jall Thic#ness H UG 4 $,
UG 4 $, a E A UG 4 2 c E 1 E
/hec7s ? tr1 FFF FFF 0.5 R 1=;.B - FFP ,00 FFF 0.,85 S ) FV(6U)L - FF
tr1 P Rn
O +n ,00.0 2B5.8
O ,.0 FFF !!n )n - 1 P FFF 1 - FF FFF
UG 4 $, ( E
1 E She$$ or hea# thic7ness < ) 1 > tr2 - N:( - !!UG 4 18 ( E Mini!'! thic7ness tr3 =.A0 !! $ E Mini!'! thic7ness of stan#ar# %a$$ pipe tr$ - N:( - !!
tr, =.A0 !!tr8 =.A0 !!
- FFF !! FFF !! 'se#. -
&i+e of Jeld Re?uired H UJ 4 18 c E
*nner i$$et Ie$# t!in S!a$$er of 1B !! or tn or B.00tc !i S!a$$er of A !! or 0.; t!i A.00tc act 0.; 6e=1 ;.00 - J L
J'ter i$$et Ie$# t!in S!a$$er of 1B !! or te or FFFt% !i 0.5 t!in 5.50t% act 0.; 6e=2 A.,0 - J L
- The eld is satisfactor9.
NT)S Narai Ther!a$ )nineerin Services
6arer of tr2 or tr3S!a$$er of tr$ or tr,
6arer of tr1 or tr8
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0 Sheet No. 1 of 4
Part No$e %1C Manhole
/o#e UG 4 3 Reinforcements re?uired for 7!enings in &hells and Formed 'eads
D / & I G * D % T %
No$e P$ace!enent *nserte#inishe# #ia!eter of circ'$ar ope Dn # FFF !!/orrction factor 1Re+'ire# thic7ness of a sea!$ess she$$ or h tr FFF !!Re+'ire# thic7ness of a sea!$ess no$e % trn FFF !!
($$o%a"$e stress va$'e in tension& No$e Sn FFF FF($$o%a"$e stress va$'e in tension& Vesse$ Sv FFF FF
FFF Sn:Sv fr1 FFFFFF Sn:Sv fr2 FFF
)1 1Pa# !ateria$ co#e (STMPa# !ateria$ specification ( 51A-;0Pa# J.D. 11A0 !!Pa# thic7ness te 1= !!
($$o%a"$e stress va$'e in reinforcin e$e!en Sp FFF FFFFF < $esser of Sn or Sp >: fr, FFF FF
FFF Sp:Sv fr= FFF&i+e of Jeld Re?uired H UJ 4 18 c E
6e=1 10.0 !! E Min. 8.56e=2 B.0 !! E Min. ;.86e=, - N:( - !! E Min.
imit of reinforcement 5B1.A ! E 6arer of # or Rn O tn O tJ'tsi#e #ia!eter of reinforcin e$e!ent Dp FFF !!
) % ) U % T I 7 *
# tr O 2 tn tr < 1 - fr1 > "%U/ !!2
6arer of # < )1 t - tr > - 2 tn < )1 t - tr > < 1 - fr1 > or 2 < t O tn > < )1 t - tr > - 2 tn < )1 t - tr > < 1 - f "%U/ !!2
S!a$$er o 5 < tn - trn > fr2 t or 2 < tn - trn > < 2.5 tn O te > "%U/ !!2
S!a$$est 5 t ti fr2& 5 ti ti fr2 or 2 h ti fr2 4 *-% 4 !!2
o't%ar# no$e %e$# 2 fr, "%U/ !!2
o'ter e$e!ent %e$# 2 fr= "%U/ !!2
in%ar# no$e %e$# 2 fr2 4 *-% 4 !!2
< Dp - # - 2 tn > te fr= "%U/ !!2
%1 %2 %$1 %$2 %, "%U/ % K "%U/
NT)S Narai Ther!a$ )nineerin Services
Strenth re#'ction factor&Strenth re#'ction factor&
Strenth re#'ction factor&Strenth re#'ction factor&
E UG 4 $5
%& (rea re+'ire#
%1& (rea avai$a"$e in she$$
%2& (rea avai$a"$e in no$e proectin o't
%3& (ea avai$a"$e in in%ar# no$e
%$1& (rea avai$a"$e in o't%ar# %e$#
%$2& (rea avai$a"$e in o'ter %e$#
%$3& (rea avai$a"$e in in%ar# %e$#
%,& (rea avai$a"$e in e$e!ent
tn
Rn
Dp
trn
tr
c
hti
#
te
t
E 1 ? S!a$$er of 2.5 t or 2.5 tnO teE 2 ? S!a$$est of h& 2.5 t& or2.5 ti
6arerof
# or Rn O tnO tor no$e %a$$ inserte#
6arerof
# or Rn O tnO tor no$e %a$$a"'ttinthe vesse$ %a$$thro'h the vesse$ %a$$
E1
E2
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 2 of 4
Part No$e %1C Manhole
/o#e UG 4 $1 &trength of Reinforcement
) % ) U % T I 7 *
%lloa(le Unit &tresses H UG 4 $, c E A UJ 4 1, c E
i$$et Ie$# Shear &fs 0.=B 4 FV(6U)L FV(6U)L FFNo$e Ia$$ Shear &ns 0.; 4 FV(6U)L FV(6U)L FFGroove Ie$# Tension > 0.;= 4 FV(6U)L FV(6U)L FFGroove Ie$# Shear &gs 0.A 4 FV(6U)L FV(6U)L FF
&trength of )onnection /lements E Di!ensions are
*nner i$$et Ie$# ShearaE - 5 6 7 8o99le :; 7 e? 7 S@s
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FV(6U)L *No$e Ia$$ Shear(E : 2 4 Mean No$e Dia. 4 tn 4 Sns
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FF FV(6U)L NGroove Ie$# TensioncE : 2 4 No$e JD 4 t 4 St
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FF FV(6U)L NJ'ter i$$et Ie$# SheardE : 2 4 Pa# JD 4 Ie$# 6e 4 Sfs
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FF FV(6U)L NUpper Groove Ie$# TensioneE : 2 4 No$e JD 4 te 4 St
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FF FV(6U)L N6o%er i$$et Ie$# ShearfE : 2 4 No$e JD 4 Ie$# 6e 4 Sfs
- 5 6 FFF 4 4 *-% 4 4 FV(6U)L 4 *-% 4 FF 4 *-% 4 N
oad to (e carried (9 Jelds H UG 4 $1 ( E 1 E A 2 E
Ie$# 6oa# for Strenth Path 1 - 1J141 < (2 O (5 O (=1 O (=2 > Sv FV(6U)L FF FV(6U)L NIe$# 6oa# for Strenth Path 2 - 2J242 < (2 O (, O (=1 O (=, O 2 tn t fr1 > Sv FV(6U)L FF FV(6U)L NIe$# 6oa# for Strenth Path , - ,J343 < (2 O (, O (5 O (=1 O (=2 O (=, O 2 tn t fr1 FV(6U)L FF FV(6U)L NTota$ Ie$# 6oa#J Y ( - (1 O 2 tn fr1 < )1 t - tr > Z Sv FV(6U)L FF FV(6U)L N
)hec# &trength Paths H UG 4 $1 ( E 1 E A 2 E
Path 141 dE O (E FV(6U)L O FV(6U)L FV(6U)L N - FF6oa# for Path 1-1 FV(6U)L N
Path 242 aE O cE O eE FV(6U)L O FV(6U)L O FV(6U)L FV(6U)L N - FF6oa# for Path 2-2 FV(6U)L N
Path 343 dE O cE FV(6U)L O FV(6U)L FV(6U)L N - FF6oa# for Path ,-, FV(6U)L N
-
NT)S Narai Ther!a$ )nineerin Services
S!a$$er of J141 or J
S!a$$er of J242 or J
S!a$$er of J343 or J
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M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 0 of 4
Part No$e 1 A 2
/o#e
%&M/ &ec. "IIIC Di. 1
UG 4 $, *o++le *ec# Thic#ness
UJ 4 18 Minimum Re?uirements for %ttachment Jelds at 7!enings
D / & I G * D % T %
&hell * 7 B B /Materia$ /o#e %&TM %&TMMateria$ specification % ,1845 % 1584@ - 1 1-2N - ==4&TR*nterna$ #esin press're P ,00 psi. ,00 psi.Desin te!perat're ,=0 C ,=0 C*nsi#e #ia!eter Uncorro#e# 2&500 !! FV(6U)L !!*nsi#e #ia!eter /orro#e# D 2&50A !! Dn FV(6U)L !!*nsi#e ra#i's /orro#e# R 1&25, !! Rn FV(6U)L !!Ma4i!'! a$$o%a"$e stress va$'e S FV(6U)L FF Sn FV(6U)L FF@oint efficienc ) 0.85 )n 1/orrosion a$$o%ance , !! n , !!No!ina$ %a$$ thic7nes Uncorro#e# 1= !! FV(6U)L !!Ia$$ thic7ness /orro#e# t 11 !! tn FV(6U)L !!
) % ) U % T I 7 *
Minimum *o++le Jall Thic#ness H UG 4 $,
UG 4 $, a E A UG 4 2 c E 1 E
/hec7s ? tr1 FFF FFF 0.5 R FV(6U)L - FFP ,00 FFF 0.,85 S ) FV(6U)L - FF
tr1 P Rn
O +n ,00.0 FV(6U)L
O ,.0 FFF !!n )n - 1 P FFF 1 - FF FFF
UG 4 $, ( E
1 E She$$ or hea# thic7ness < ) 1 > tr2 FFF !!UG 4 18 ( E Mini!'! thic7ness tr3 =.A0 !! $ E Mini!'! thic7ness of stan#ar# %a$$ pipe tr$ FFF !!
tr, FFF !!tr8 FFF !!
- FFF !! FFF !! 'se#. - FF
&i+e of Jeld Re?uired H UJ 4 18 c E
*nner i$$et Ie$# t!in S!a$$er of 1B !! or tn or FFFtc !i S!a$$er of A !! or 0.; t!i FFFtc act 0.; 6e=1 FFF - FF
J'ter i$$et Ie$# t!in S!a$$er of 1B !! or te or - N:( -t% !i 0.5 t!in - N:( -t% act 0.; 6e=2 - N:( - - - N:( -
- &trength cal. for elds are *7T re?uired for this detail hich conforms to Fig. UJ 4 18. 1C s#etch c
NT)S Narai Ther!a$ )nineerin Services
6arer of tr2 or tr3S!a$$er of tr$ or tr,
6arer of tr1 or tr8
-
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0 Sheet No. 1 of 4
Part No$e 1 A 2
/o#e UG 4 3 Reinforcements re?uired for 7!enings in &hells and Formed 'eads
D / & I G * D % T %
No$e P$ace!enent *nserte#inishe# #ia!eter of circ'$ar ope Dn # FFF !!/orrction factor 1Re+'ire# thic7ness of a sea!$ess she$$ or h tr FFF !!Re+'ire# thic7ness of a sea!$ess no$e % trn FFF !!
($$o%a"$e stress va$'e in tension& No$e Sn FFF FF($$o%a"$e stress va$'e in tension& Vesse$ Sv FFF FF
FFF Sn:Sv fr1 FFFFFF Sn:Sv fr2 FFF
)1 1Pa# !ateria$ co#e - N:( -Pa# !ateria$ specification - N:( -Pa# J.D. - N:( - !!Pa# thic7ness te - N:( - !!
($$o%a"$e stress va$'e in reinforcin e$e!en Sp - N:( - FFFFF < $esser of Sn or Sp >: fr, - N:( - FF
FFF Sp:Sv fr= - N:( -&i+e of Jeld Re?uired H UJ 4 18 c E
6e=1 FFF !! E Min. FFF6e=2 - N:( - !! E Min. - N:( -6e=, - N:( - !! E Min.
imit of reinforcement FFF ! E 6arer of # or Rn O tn O tJ'tsi#e #ia!eter of reinforcin e$e!ent Dp - N:( - !!
) % ) U % T I 7 *
# tr O 2 tn tr < 1 - fr1 > "%U/ !!2
6arer of # < )1 t - tr > - 2 tn < )1 t - tr > < 1 - fr1 > or 2 < t O tn > < )1 t - tr > - 2 tn < )1 t - tr > < 1 - "%U/ !!2
S!a$$er o 5 < tn - trn > fr2 t or 5 < tn - trn > fr2 tn "%U/ !!2
S!a$$est 5 t ti fr2& 5 ti ti fr2 or 2 h ti fr2 4 *-% 4 !!2
o't%ar# no$e %e$# 2 fr2 "%U/ !!2
o'ter e$e!ent %e$# 2 fr= 4 *-% 4 !!2
in%ar# no$e %e$# 2 fr2 4 *-% 4 !!2
< Dp - # - 2 tn > te fr= 4 *-% 4 !!2
%1 %2 %$1 K "%U/ % K "%U/
NT)S Narai Ther!a$ )nineerin Services
Strenth re#'ction factor&Strenth re#'ction factor&
Strenth re#'ction factor&Strenth re#'ction factor&
E UG 4 $5
%& (rea re+'ire#
%1& (rea avai$a"$e in she$$
%2& (rea avai$a"$e in no$e proectin o't
%3& (ea avai$a"$e in in%ar# no$e
%$1& (rea avai$a"$e in o't%ar# %e$#
%$2& (rea avai$a"$e in o'ter %e$#
%$3& (rea avai$a"$e in in%ar# %e$#
%,& (rea avai$a"$e in e$e!ent
tn
Rn
Dp
trn
tr
c
hti
#
te
t
E 1 ? S!a$$er of 2.5 t or 2.5 tnO teE 2 ? S!a$$est of h& 2.5 t& or2.5 ti
6arerof
# or Rn O tnO tor no$e %a$$ inserte#
6arerof
# or Rn O tnO tor no$e %a$$a"'ttinthe vesse$ %a$$thro'h the vesse$ %a$$
E1
E2
-
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P R / & & U R / " / & & / : Doc. No. MD - PV - 000
M / ) ' % * I ) % D / & I G * Date 05. 8. 15. Revision 0Sheet No. 2 of 4
Part No$e 1 A 2
/o#e UG 4 $1 &trength of Reinforcement
) % ) U % T I 7 *
%lloa(le Unit &tresses H UG 4 $, c E A UJ 4 1, c E
i$$et Ie$# Shear &fs 0.=B 4 FV(6U)L FV(6U)L FFNo$e Ia$$ Shear &ns 0.; 4 FV(6U)L FV(6U)L FFGroove Ie$# Tension > 0.;= 4 FV(6U)L FV(6U)L FFGroove Ie$# Shear &gs 0.A 4 FV(6U)L FV(6U)L FF
&trength of )onnection /lements E Di!ensions are
*nner i$$et Ie$# ShearaE - 5 6 7 8o99le :; 7 e? 7 S@s
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FV(6U)L *No$e Ia$$ Shear(E : 2 4 Mean No$e Dia. 4 tn 4 Sns
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FF FV(6U)L NGroove Ie$# TensioncE : 2 4 No$e JD 4 t 4 St
- 5 6 FFF 4 FFF 4 FV(6U)L FV(6U)L FF FV(6U)L NJ'ter i$$et Ie$# SheardE : 2 4 Pa# JD 4 Ie$# 6e 4 Sfs
- 5 6 - N:( - 4 - N:( - 4 FV(6U)L - N:( - FF - N:( - NUpper Groove Ie$# TensioneE : 2 4 No$e JD 4 te 4 St
- 5 6 FFF 4 - N:( - 4 FV(6U)L - N:( - FF - N:( - N6o%er i$$et Ie$# ShearfE : 2 4 No$e JD 4 Ie$# 6e 4 Sfs
- 5 6 FFF 4 4 *-% 4 4 FV(6U)L 4 *-% 4 FF 4 *-% 4 N
oad to (e carried (9 Jelds H UG 4 $1 ( E 1 E A 2 E
Ie$# 6oa# for Strenth Path 1 - 1J141 < (2 O (5 O (=1 O (=2 > Sv FV(6U)L FF FV(6U)L NIe$# 6oa# for Strenth Path 2 - 2J242 < (2 O (, O (=1 O (=, O 2 tn t fr1 > Sv FV(6U)L FF FV(6U)L NIe$# 6oa# for Strenth Path , - ,J343 < (2 O (, O (5 O (=1 O (=2 O (=, O 2 tn t fr1 FV(6U)L FF FV(6U)L NTota$ Ie$# 6oa#J Y ( - (1 O 2 tn fr1 < )1 t - tr > Z Sv FV(6U)L FF FV(6U)L N
)hec# &trength Paths H UG 4 $1 ( E 1 E A 2 E
Path 141 dE O (E 0 O FV(6U)L FV(6U)L N - FF6oa# for Path 1-1 FV(6U)L N
Path 242 aE O cE O eE FV(6U)L O FV(6U)L O 0 FV(6U)L N - FF6oa# for Path 2-2 FV(6U)L N
Path 343 dE O cE 0 O FV(6U)L FV(6U)L N - FF6oa# for Path ,-, FV(6U)L N
S!a$$er of J141 or J
S!a$$er of J242 or J
S!a$$er of J343 or J