ASME BPVC II d c 2017 M A T E R I A L S P a r t B N o n fe r r o u s M a t e r i a l S p e c i fi c a t i o n s

I N T R O D U C T I O N(a ) T h e fo l l o w i n g i n fo r m a ti o n p r o v i d e s g u i d a n c e to C o d e u s e r s fo r s u b m i t ti n g te c h n i c a l i n q u i r i e s to th e a p p l i c a b l eB o i l e r a n d P r e s s u r e V e s s e l ( B P V ) S ta n d a r d s C o m m i tte e ( h e r e i n a fte r r e fe r r e d to a s th e C o m m i tte e ) . S e e th e g u i d e l i n e so n a p p r o v a l o f n e w m a te r i a l s u n d e r th e A S M E B o i l e r a n d P r e s s u r e V e s s e l C o d e i n S e c ti o n I I , P a r t D fo r r e q u i r e m e n ts fo rr e q u e s ts th a t i n v o l v e a d d i n g n e w m a te r i a l s to th e C o d e . S e e th e g u i d e l i n e s o n a p p r o v a l o f n e w we l d i n g a n d b r a z i n g m a te r i a l s i n S e c ti o n I I , P a r t C fo r r e q u i r e m e n ts fo r r e q u e s ts th a t i n v o l ve a d d i n g n e w we l d i n g a n d b r a z i n g m a te r i a l s ( “ c o n s u m a b l e s ” ) to th e C o d e .T e c h n i c a l i n q u i r i e s c a n i n c l u d e r e q u e s ts fo r r e v i s i o n s o r a d d i ti o n s to th e C o d e r e q u i r e m e n ts , r e q u e s ts fo r C o d e C a s e s ,o r r e q u e s ts fo r C o d e I n te r p r e ta ti o n s , a s d e s c r i b e d b e l o w :(1 ) Co de R e visio n s. C o d e r e v i s i o n s a r e c o n s i d e r e d to a c c o m m o d a te te c h n o l o g i c a l d e ve l o p m e n ts , to a d d r e s s a d m i n i s tr a ti ve r e q u i r e m e n ts , to i n c o r p o r a te C o d e C a s e s , o r to c l a r i fy C o d e i n te n t.(2 ) Co de Ca se s. C o d e C a s e s r e p r e s e n t a l te r n a ti ve s o r a d d i ti o n s to e x i s ti n g C o d e r e q u i r e m e n ts . C o d e C a s e s a r e w r i tte n a s a Qu e s ti o n a n d Re p l y, a n d a r e u s u a l l y i n te n d e d to b e i n c o r p o r a te d i n to th e C o d e a t a l a te r d a te . Wh e n u s e d , C o d eC a s e s p r e s c r i b e m a n d a to r y r e q u i r e m e n ts i n th e s a m e s e n s e a s th e te x t o f th e C o d e . H o we v e r , u s e r s a r e c a u ti o n e d th a tn o t a l l r e g u l a to r s , j u r i s d i c ti o n s , o r O wn e r s a u to m a ti c a l l y a c c e p t C o d e C a s e s . T h e m o s t c o m m o n a p p l i c a ti o n s fo r C o d eC a s e s a r e a s fo l l o w s :( a ) to p e r m i t e a r l y i m p l e m e n ta ti o n o f a n a p p r o ve d C o d e r e vi s i o n b a s e d o n a n u r g e n t n e e d( b ) to p e r m i t u s e o f a n e w m a te r i a l fo r C o d e c o n s tr u c ti o n( c) to g a i n e x p e r i e n c e wi th n e w m a te r i a l s o r a l te r n a ti v e r e q u i r e m e n ts p r i o r to i n c o r p o r a ti o n d i r e c tl y i n to th eC o d e(3 ) Co de In te rp re ta tio n s( a ) C o d e I n te r p r e ta ti o n s p r o vi d e c l a r i fi c a ti o n o f th e m e a n i n g o f e x i s ti n g r e q u i r e m e n ts i n th e C o d e a n d a r e p r e s e n te d i n I n q u i r y a n d Re p l y fo r m a t. I n te r p r e ta ti o n s d o n o t i n tr o d u c e n e w r e q u i r e m e n ts .( b ) I f e x i s ti n g C o d e te x t d o e s n o t fu l l y c o n v e y th e m e a n i n g th a t w a s i n te n d e d , o r c o n v e y s c o n fl i c ti n g r e q u i r e m e n ts , a n d r e vi s i o n o f th e r e q u i r e m e n ts i s r e q u i r e d to s u p p o r t th e I n te r p r e ta ti o n , a n I n te n t I n te r p r e ta ti o n wi l l b e i s s u e di n p a r a l l e l w i th a r e vi s i o n to th e C o d e .(b ) C o d e r e q u i r e m e n ts , C o d e C a s e s , a n d C o d e I n te r p r e ta ti o n s e s ta b l i s h e d b y th e C o m m i tte e a r e n o t to b e c o n s i d e r e da s a p p r o vi n g , r e c o m m e n d i n g , c e r ti fyi n g , o r e n d o r s i n g a n y p r o p r i e ta r y o r s p e c i fi c d e s i g n , o r a s l i m i ti n g i n a n y w a y th efr e e d o m o f m a n u fa c tu r e r s , c o n s tr u c to r s , o r O w n e r s to c h o o s e a n y m e t h o d o f d e s i g n o r a n y fo r m o f c o n s tr u c ti o n th a tc o n fo r m s to th e C o d e r e q u i r e m e n ts .(c) I n q u i r i e s th a t d o n o t c o m p l y wi th th e fo l l o wi n g g u i d a n c e o r th a t d o n o t p r o v i d e s u ffi c i e n t i n fo r m a ti o n fo r th e C o m m i tte e ’ s fu l l u n d e r s ta n d i n g m a y r e s u l t i n th e r e q u e s t b e i n g r e tu r n e d to th e I n q u i r e r wi th n o a c ti o n .

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ac ord nce with al of th ap lcable re uireme ts of h C d or Sta d rd. Use of ASME’s n me,

logos, or Cer ification Mark re uires formal ASME cer ification; if no cer ification program is

a aiable, such ASME markin s ma not be use (For Cer ification a d Ac re itation Programs,

Items prod ce by par ies not formaly cer ifie by ASME ma not be d s ribe , eith r e plcitly

or implcitly, as ASME cer ifie or ap rov d in a y cod forms or oth r docume t.

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A mericanNationalStan ardsan itisanA mericanNational Stan ard T eStan ardsCommitte thatap roved

t hecodeor st an ard was b lancedt oas ure t hatin ivid als from compet ent an concernedinterest s have

hadanop ortu itytoparticipate.T eproposedcodeorstan ardw asmadeavaila leforp blicreviewan

com-mentthatprovidesanop ortu ityforad itional p blicin ut romin ustry,academia, reg ulatoryag encies, an

thep blic-at-larg e

A SMEdo snot“ap rove,”“rate,”or“en or e”an item, construction,proprietarydevice, oractivity

A SMEdo snottakean positionw ithrespecttothevalidityofan patentrig htsas ertedincon ectionw ithan

itemsmentionedinthisdocument,an do snotu dertaketoinsureanyoneutilizingastan ardag ainstlia ility

forinfring ementofan ap lica leletter patent, noras umean suchlia ility.User ofacodeorstan ardare

e pres lyadvisedthatdeterminationofthevalidityofan suchpatentrig hts,an theriskofinfring ementofsuch

rig hts, isentirelytheirow n responsibility

Participationbyfederalag encyrepresentative(s)orper on(s)afiliatedwithin ustryisnot ob interpretedas

g overnmentorin ustryen or ementofthiscodeorstan ard

A SMEac eptsresponsibilityforonlythoseinterpretationsof hisdocumentis uedinac ordancew iththe

es-tablishedA SMEproced resan policies,whichpreclu estheis uanceofinterpretationsbyin ivid als

T een notesan pre mbleinthisdocument ifany) arepartofthisA mericanNationalStan ard

A SMEcole tiv emembeshipmark

Cer tificatio Mark

Thea ov eA SMEsymb l s eg iste edintheU.S.P tentOfic

“A SME”isthetra emarkofTheA mer ica SocietyofMe h nicalE g ine r

Nop rtof hisd cumentma ber epro uc dina yform,ina ele tro ic

r trievalsy stemorothe wis ,with ut hepriorw rittenper misio of he

p blshe

Library fC n r es C talo C rdNumbe :5 -3 3

PrintedintheUnitedStatesofA mer ica

Ad ptedb theC u ci ofTheAme ica SocietyofMe h nicalE gine r,1 1 ;late teditio 2 1

TheA meica SocietyofMe h nicalE g ine r

TwoP rkA ven e,NewYork,NY1 0 6-5 9

C p rig ht©2 1 b

THEA MERICA NSOCIET OFME HA NICA LENGINE RS

A llr ig htsr s r v ed

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Lis ofS ctio s x ii

StatementofPolcyo the UseoftheCe tificatio Marka dC deA uthorizatio inA dv ertisin x v ii

StatementofPolcyo the UseofA SMEMarkin toIdentifyMa ufactur dItems x v ii

Su mittalofTe h icalIn uiries totheBoie a dPr s ur V es el Stan ardsC mmittees x vii

Pe so nel x x i

Cros -Refe encin a dSty listicC a g esin the Boie a dPr s ur V es elC de lv i

StatementofPolcyo Informatio Prov ided intheStres Ta les 1

Guidelneo L catin Mate ialsinStres Ta les,a dinTa lesofMe h nical

Man ator yA ppen ix2 BasisforEstablshingDesig nStres IntensityValuesforTables2A,2B,

an 4,an Alow ableStres ValuesforTable3 9 8

Man ator yA ppen ix5 GuidelnesontheA pprovalofNewMaterialsUn ertheA SMEBoieran

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5-1 0 DataReq ir mentsforWelds, Weldments,a dWeld bi ty 9 2

Man atoryAp en ix1 BasisforEstablshingMax imumA llow ableStres ValuesforTables5A

Nonman atoryA ppen ixA Is uesA ssociatedWithMaterialsUsedinA SMECodeConstruction 1 0

Nonman atoryA ppen ixB DevelopingNominalCompositionDesig nationsforASMECode

Nonman atoryA ppen ixC GuidancefortheUseofU.S.C stomaryan SIUnitsintheA SMEBoier

Nonman atoryA ppen ixD GuidelnesforRou dingMinimumSpecifiedTensiean YieldStreng th

Valuesan forEstablshingA nchorPointsforTensiean Yield

Streng thTren C rvesinTables1A,1B,2A,2B,3,4,5A,5B,U,U-2,

Situatio sinWhichtheMinimumRTSpe ifiedV aluesinOneUnitSystem

A reNotPr cise C nv ersio softheUnitsintheOthe System 1 2

Str ng thTa lesinS ctio I, PartDa din C deC ses 1 2

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3 ,0 0psi 8 6

C rb n orL wA llo Steels WithSpe ifiedMinimumYieldStreng th3 ,0 0psi

C rb n Steela dL wA llo SteelsWithSpe ified MinimumYieldStr ng th3 ,0 0psi a d

SA -5 8Clas 1,Gra es2a d3;SA -5 8Clas 2,Gra e2;SA -5 3Clas 1,Gra esA ,B,C,a d

D;SA -5 3Clas 2,Gra es A ,B, C,a dD;orSA -5 1Gra es 2a d3 8 0

C rb nSteelWithSpe ifiedMinimum YieldStreng thof2 ,0 0psi 8 1

Q uenched a dTemper edL wA llo Ste lWithSpe ified MinimumYieldStreng thof

SA-5 8Gra e 4N,Clas 2 orSA -5 3 Ty pesBa dC,Clas 2WithSpe ifiedMinimumYield

Streng thof1 0,0 0psi 8 3

HA -1 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Dev elo edfor

A usteniticSteel1 Cr 8Ni,Ty pe 3 4 8 4

A usteniticSteel1 Cr 1 Ni–2Mo,Type 3 6 8 5

A usteniticSteel1 Cr 8Ni–0.0 5Max imumC rb n,Type3 4 8 6

A usteniticSteel1 Cr 8Ni–Mo–0.0 5 Max imumC rb n,Ty pe3 6 8 7

A ustenitic Fe riticSteel1 Cr 5Ni–3MoS3 5 0 8 8

A usteniticSteel2 Cr 1 Ni–NS3 8 5 8 9

A ustenitic Fe riticSteel2 Cr 7Ni–3Mo–2W–0.2 NS3 2 4 8 1

A usteniticSteel2 Cr 7.5Ni–3.5Mo–N–C – WS3 7 0 8 2

A usteniticStainles Ste l2 Cr 1 Ni–6Mn–4.5Mo–NS3 5 5 8 3

C s DuctileIro WithaSpe ifiedMinimumYield Streng thof4 ,0 0psi 8 5

C s DuctileIro WithaSpe ifiedMinimumYield Streng thof2 ,0 0psi 8 6

NFA -1 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Develo edfor

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A lumin mA llo 3 0 inH3 Tempe 8 0

NFA -5 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Dev elo edfor

NF -1 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Dev elo edfor

A nnealed9 –1 C p e –NickelA llo 8 2

A nnealed7 –3 C p e –NickelA llo 8 3

SB-7 a dSB-1 1Lig htDrawn S amles C p e Tu es, A lloysC 0 0 ,C 2 0 ,C 2 0 ,

NFN-3 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Dev elo edfor

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Solutio Tr atedNickel–C romium–Iro –Moly bden m–C p e A llo N0 0 7 8 8

A nnealedNickel–C romium–Moly bden m–C lumbiumA llo N0 6 5(SB-4 3,SB-4 4,a d

Nickel–Moly bden m–C romium–Iro –C p e A llo N0 9 5Havin aMinimumYield

Streng thof3 ksi 9 5

Nickel–Moly bden m–C romium–Iro –C p e A llo N0 9 5Havin aMinimumYield

Streng thof3 ksi 9 6

Nickel–C romium–Iro A llo N0 6 0(Spe ifiedMinimumYield Streng th4 ,0 0psi) 9 8

Solutio An ealedNi–Cr Mo–C A lloy , Gra e2 N0 6 5 9 9

Stres Relev edNickelA llo N0 2 0 9 2

Un loy edTitaniumGra e3(UNS R50 5 ) 9 5

Un loy edTitaniumGra e2(UNS R50 0 ) 9 6

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E-1 0.2-1 Pe mis ibleTime/Tempe atur C n itio sforMaterialTh tHas Be n C ldWorked > %

a d< 0%a dSu je tedtoSh rt‐TimeHig hTempe atur Tra sients 1 3

—A llow ableStres IntensityV alues, ksi,9 r 1Mo– V 1 4

E-1 0.7-1 Ex pe tedMinimum Stres -to-Ruptur V alues,ksi,Ty pe3 4S 1 4

E-1 0.7-2 Ex pe tedMinimum Stres -to-Ruptur V alues,ksi,Ty pe3 6S 1 4

E-1 0.7-3 Ex pe tedMinimum Stres ‐to‐Ruptur V alues,ksi,Ni–Fe Cr(A llo 8 0H) 1 4

E-1 0.7-4 Ex pe tedMinimum Stres -to-Ruptur V alues,ksi,2

1

/

4

E-1 0.7-5 Ex pe tedMinimumStres -to-Ruptur Values,ksi,Ni–Cr Fe Mo–C (A llo 7 8) 1 5

E-1 0.7-6 Ex pe tedMinimumStres -to-Ruptur Values,ksi,9 r 1Mo– V 1 5

—A llowableStres Values,ksi,A llo 7 8,Boltin 1 6

E-1 0.1 -1 Desig n F tig ueStrainRang e,ϵ

E-1 0.1 -4 Desig nF tig ueStrainRang e,ϵ

t,for21

E-1 0.1 -1 Time Tempe atur Limit forA pplcatio ofS ctio I Ex tern lPr s ur C artsforCylin e

E-1 0.1 -1 A v erag eIsochro o s Stres – tr ainC rv esforTy pe3 4S at8 0°F 1 6

E-1 0.1 -5 A v erag eIsochro o s Stres – tr ainC rv esforTy pe3 4S at1,0 0°F 1 7

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E-1 0.1 -4 A v erag eIsochro o s Stres – trainC rvesforTy pe3 6S at9 0°F 1 8

E-1 0.1 -5 A v erag eIsochro o s Stres – trainC rvesforTy pe3 6S at1,0 0°F 1 8

E-1 0.2 -1 A v erag eIsochro o s Stres – trainC rvesforA llo 8 0Hat8 0°Fa d8 0°F 1 9

E-1 0.2 -2 A v erag eIsochro o s Stres – trainC rvesforA llo 8 0Hat9 0°F 1 0

E-1 0.2 -3 A v erag eIsochro o s Stres – trainC rvesforA llo 8 0Hat9 0°F 1 0

E-1 0.2 -4 A v erag eIsochro o s Stres – trainC rvesforA llo 8 0Hat1,0 0°F 1 0

E-1 0.2 -1 A v erag eIsochro o s Stres – trainC rvesforA nnealed2

E-1 0.2 -1 A verag eIsochro o s Stres – trainC rvesfor9 r 1Mo– Vat7 0°F 1 2

E-1 0.2 -7 A verag eIsochro o s Stres – trainC rvesfor9 r 1Mo– Vat1,0 0°F 1 2

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1B S ctio I;S ctio I , Clas es2a d3;S ctio V II ,Div isio 1;a dS ctio X IIMax imumA

l-low able Stres Values SforNo fe ro sMaterials 1 4

2A S ctio I ,Div isio 1,Clas es1a dMC;S ctio I ,Div isio 3,Clas esTCa dSC;a dS ctio

V II,Divisio 2, Clas 1Desig nStres IntensityV aluesS

m

2B S ctio I ,Div isio 1, Clas 1;S ctio I ,Div isio 3,Clas es TC a d SC;a dS ctio VII,

Di-visio 2, Clas 1Desig nStres IntensityV aluesS

m

3 S ctio I I,Clas es2a d3;S ctio VII,Divisio s1a d2;a dS ctio X IIMax imumA llowable

Stres V aluesS forBoltin Materials 3 8

4 S ctio I ,Clas es1,TC,a dSC;a dS ctio VII,Div isio 2Desig nStr s IntensityValuesS

m

uforFe ro sa dNo fe ro sMaterials 5 4

U-2 S ctio VII ,Div isio 3Tensie Streng thV aluesS

u

yforFe ro s a dNo fe ro s Materials 6 8

Y-2 F ctors forLimitin Pe ma entStraininA usteniticStainles Steels,Hig h-NickelA llo Ste ls,

Nickel,a dNickel A llo s 8 1

TCD Nomin lC eficients ofThe malC n uctivity(TC)a d The mal Difusiv ity(TD) 8 1

TM-2 Mo ul ofElas icityEofA lumin ma dA lumin m A lloy sforGiv en Tempe atur s 8 8

TM-4 Mo ul ofElas icityEofHig h NickelA lloysforGiv enTempe atur s 8 0

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NFA-7 Ta ularValues forFig ur NFA -7 9 2

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5-1 0 Ex ampleofaC mp riso ofAlowable Str s esofBaseMetals WithC mp sitio s Simiarto

Th se ofS le tedWeldin C nsuma lesa dthePro osed NewBase Metal 9 4

1 -1 0 CriteriaforEstablshin A llowableStres Values forTa les5Aa d5B 9 9

E-1 0.1-1 Tensie Streng thV alues,S

E-1 0.1-5 Tensie Streng thRed ctio F ctorsfor9 r –1Mo–V 1 3

E-1 0.3-1 Pe mis ibleBaseMaterials forStructur sOthe Th nBoltin 1 3

o

—Max imumA llowableStr s Intensity,ksi,forDesig nC n itio C lculatio s 1 3

E-1 0.6-1 YieldStreng thValues, S

y

E-1 0.8-1 Stres Ruptur F ctorsforTy pe3 4Stainles Ste lWeldedWithSFA -5.2 E 0 Ta dE 0 LT,

SFA -5.4E 0 a dE 0 L, a dSFA-5.9ER30 a dER30 L 1 5

E-1 0.8-2 Stres Ruptur F ctors forType3 4Stainles SteelWeldedWithSFA -5.2 EX X X T‐G(1 ‐8‐2

C emistry ),SFA -5.4E 6‐8‐2,a d SFA -5.9ER16‐8‐2 1 5

E-1 0.8-3 Stres Ruptur F ctors forType3 4Stainles SteelWeldedWithSFA -5.2 E 1 Ta d

E 1 LT‐1,‐2,a d‐3;SFA -5.4E 1 a dE 1 L;a dSFA -5.9ER31 a dER31 L 1 5

E-1 0.9-1 Stres Ruptur F ctorsforTy pe3 6Stainles Ste lWeldedWithSFA -5.2 E 0 Ta dE 0 LT,

SFA -5.4E 0 a dE 0 L, a dSFA-5.9ER30 a dER30 L 1 5

E-1 0.9-2 Stres Ruptur F ctors forType3 6Stainles SteelWeldedWithSFA -5.2 EX X X T‐G(1 ‐8‐2

C emistry ),SFA -5.4E 6‐8‐2,a d SFA -5.9ER16‐8‐2 1 5

E-1 0.9-3 Stres Ruptur F ctors forType3 6Stainles SteelWeldedWithSFA -5.2 E 1 Ta d

E 1 LT‐1a d‐2,SFA -5.4E 1 a d E 1 L,a d SFA -5.9ER31 a dER31 L 1 5

E-1 0.1 -1 Stres Ruptur F ctors forA llo 8 0HWeldedWithSFA -5.1 ENiCrFe‐2(INCO A ) 1 5

E-1 0.1 -2 Stres Ruptur F ctors forA llo 8 0HWeldedWithSFA -5.1 ERNiCr‐3 (INCO 8 ) 1 5

E-1 0.1 -1 Stres Ruptur F ctors for2

1

/

4

Cr 1Mo(6 / 0) WeldedWithSFA -5.2 E 0 ‐B3, SFA -5.2

ER90S‐B3,SFA -5.5E 0X X‐B3(> 0 C),SFA -5.2 EB3,SFA-5.2 E B3(> 0 C),a dSFA -5.2

E-1 0.2 -1 Cros -Refe enc Ta leofS ctio I ,PartDa d S ctio I I, Su se tio NH2 1 E itio 1 2

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• PartA—Fe ro s MaterialSpe ificatio s

• PartB—No fe ro s MaterialSpe ificatio s

• PartC—Spe ificatio sforWeldin Rods,Ele tro es, a dFi e Metals

• PartD—Pro e ties (C stomary)

• PartD—Pro e ties (Metric)

I Rules forC nstructio ofNuclearF ci tyC mp nents

• Su se tio NCA—Gene al Req ir mentsforDivisio 1a d Divisio 2

• A ppen ic s

• Div isio 1

*

– Su se tio NB—Clas 1C mp nents

– Su se tio NC —Clas 2 C mp nents

– Su se tio NF—Su p rts

– Su se tio NG—C r Su p rtStructur s

• Divisio 2 —C de forC nc ete C ntainments

• Divisio 3 —C ntainmentSy stems forTra sp rtatio a dStorag eofSpentNuclearF ela dHig h-Level

Radio ctiv eMate ial

• Divisio 5 —Hig hTempe atur Reactors

IV Rules forC nstructio ofHeatin Boie s

V No destructiveEx amin tio

V I Recommen edRulesfortheC r a dOpe atio ofHeatin Boie s

V II Recommen edGuidelnes fortheC r ofPowerBoie s

V II Rules forC nstructio ofPr s ur V es els

• Divisio 1

• Divisio 2 —A ltern tiveRules

• Divisio 3 —A ltern tiveRulesforC nstructio ofHig h Pr s ur Ves els

IX Welding ,Brazing ,a dF sin Q ualficatio s

X Fibe -Reinfor ed Plas icPr s ur V es els

X I Rules forInse vic Inspe tio ofNuclearPowerPla tC mp nents

X II Rules forC nstructio a dC ntin edS rvic ofTra sp rtTa ks

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torical B V Cinterpr tatio sma alsobefo n intheDatab se.

TheBoie a dPr s ur V es elC decommitteesme tr g ularlytoco side pro oseda ditio sa dr visio stothe

C dea dtoformulateC sestoclarifytheintentofex is in r q ir mentsorprovide,whenthene disurg en rules or

mate ials orco s ructio sn tcover d b ex istin C derules.Th seC ses thath v ebe n a o tedwil a pearinthe

a pro riate2 1 C deC sesb ok:“Boie sa dPr s ur V es els or“NuclearC mp nents.”Su plement wil besent

orma e av aia lea tomaticalytothep r h se softheC deC ses b oksu tothep blcatio of he2 1 C de

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In1 1 ,TheA me ica SocietyofMe h nicalE g ine rsestablshedtheBoie a dPr s ur Ves elC mmitteeto

for-mulates a d rdrules ortheco structio of teamb ie sa dothe pr s ur v es els.In2 0 ,theBoie a dPr s ur

V es elC mmitteewassu e sededb thefolow in committees:

(a)C mmittee o Pow erBoie s (I

(b)C mmittee o Materials (I )

(c)C mmittee o C nstructio ofNuclearF ci tyC mp nents(I )

(d)C mmittee o Heatin Boie s (IV )

( )C mmittee o No destructiv eEx amin tio (V )

(f) C mmittee o Pr s ur Ves els (V II

(g)C mmittee o Welding , Brazing , a dF sin (IX )

(h)C mmittee o Fibe -Reinfor edPlasticPr s ur V es els (X )

(i) C mmittee o NuclearInse v ic Inspe tio (X I)

(j) C mmittee o Tra sp rtTa ks(X II

(k)Te h icalOversig htMa ag ementC mmittee(T MC)

Whe er fe enc isma eto“theC mmittee”inthisF r word,eachofthesecommitteesisinclu edin iv id alya d

cole tiv ely

The C mmite ’s fu ctio is to es a lsh rules ofsafetyr latin o lyto pr s ur integrity, which g ve n the

co structio

*

ofb ie s,pr s ur v es els,tra sp rttanks,a dn clearcomp nents,a dtheinse v ic inspe tio ofn

-clearcomp nentsa dtra sp rttanks.TheC mmitte alsointerpr tstheseruleswhenq estio sariser g ardin their

intent.Thetech icalco sistencyoftheS ctio softheC dea dco rdin tio of tan ardsdev elo mentactiv itiesofthe

C mmitteesissu p rted a dg uided b theTe h ical Oversig htMa ag ementC mmittee.ThisC ded esn ta dr s

othe safetyis ues r latin totheco structio ofb ie s,pr s ur ves els,tra sp rttanks,orn clearcomp nent ,or

theinse vic inspe tio ofn clearcomp nentsortra sp rttanks.Use softheC desh uldr fe tothepe tinentco es,

s a d rds,laws,r g ulatio s,orothe r lev antd cumentsforsafetyis uesothe tha thoser latin topr s ur integ

-rity Ex cept orS ctio s X Ia dX II,a dwithafewothe ex ceptio s,therulesd n t,ofpracticalne es ity ,r fle tthe

lkelh o a dco seq enc sofdeterioratio inse vic r latedtospe ificse vic fluidsorex tern lo e atin env iro

-ments.Informulatin therules,theC mmitteeco side sthene dsofuse s,ma ufactur rs,a dinspe torsofpr s ur

v es els.Theo je tiveoftherulesistoafordr aso a lyc rtainprotectio oflfea dpro e ty ,a dtoprov ideamarg in

fordeterioratio inse vic tog iv ear aso a lylo g ,safepe io ofusefulnes A dvanc mentsindesig na dmaterials

a devidenc ofex pe ienc h v ebe nr cog niz d

ThisC deco tains ma d toryr q ir ments,spe ificpro ibitio s,a dn nma d toryg uid nc forco structio

ac-tiv itiesa dinse vic inspe tio a dtestin activities.TheC ded esn ta dr s al aspe tsof heseactivitiesa dthose

aspe tsthatar n t pe ificalya dr s edsh uldn tbeco side edpro ibited.TheC deisn tah n b oka dca n t

r plac ed catio ,ex pe ienc ,a dtheuseofeng ine rin ju g men Thep raseen ine ringjudgmentr fe stotech ical

ju g mentsma eb knowledg ea leeng ine rsex pe ienc dinthea plcatio oftheC de.E g ine rin ju g mentsmus

beco sistentwithC dep ioso hy ,a dsuch ju gment mus nev erbeusedtoov er ulema d toryr q ir ment or

spe ificpro ibitio s of he C de

TheC mmite r cog niz sthattoolsa d tech iq es usedfordesig a d a alysisch ng easte h olog yprog res es

a dex pe tseng ine rstouseg oo ju g mentinthea plcatio of hesetools.Thedesig ne isr sp nsiblefor omply in

w ithC de rulesa d demo st ratin compla c w it hC de eq atio s w hensucheq at io sar ma d t ory TheC de

neit he r q ir s n rpro ibit the useofcomp te s forthe desig ora alysis ofcomp nent s co s ruct ed to the

*

Trang 18

Therulesestablshedb theC mmitteear n t obeinterpr tedasa prov ing ,r commen ing ,or n orsin a y

pro-prietaryorspe ificdesig n,oraslmitin ina ywaythema ufactur r’sfr ed mtoch osea ymetho ofdesig nora y

formofco structio thatco formstothe C derules

TheC mmitteeme tsr g ularlytoco side r v isio softherules,newrulesasdictatedb tech olog icaldev elo ment,

C deC ses,a dr q estsforinterpr tatio s.OnlytheC mmitteeh sthea thoritytoprov ideoficial nterpr tatio sof

thisC de.Req estsfor evisio s,newrules,C deC ses,orinterpr tatio ssh l bea dr s edtotheS c etaryinwritin

a dsh l g iv eful p rticularsin orde tor c iveco side atio a dactio ( e Su mittalofTe h icalIn uiries tothe

Boie a dPr s ur V es elStan ardsC mmittees).Pro osedr visio stotheC der sultin fromin uirieswil bepr

-sentedtotheC mmitteefora pro riateactio Theactio oftheC mmitteebe omesefe tiveo lyafterco firmatio

b b lotoftheC mmitteea da provalb A SME.Pro osedr v isio stotheC dea prov edb theC mmitteear su

-mittedtotheA me ica Natio alStan ardsInstitute(A NSI a dp blshedathttp:/ g o.asme.org /B V CPu lcRev iewto

inv itecomment fromal inter stedpe so s.A fte p blcr viewa dfin la prov alb A SME,r visio sar p blshedat

r g ularintervals inE itio s ofthe C de

TheC mmitte d esn truleo whethe acomp nent h l orsh l n tbeco structedtotheprov isio softheC de

Thesco eofeachS ctio h sbe nes a lshedtoidentifythecomp nentsa dp ramete sco side edb theC mmitte

informulatin theC derules

Q uestio soris uesr g ardin compla c ofaspe ific omp nentw iththeC derulesar tobedir ctedtotheA SME

Ce tificateHolde (Ma ufactur r).In uiriesco c rnin theinte pr tatio oftheC dear tobedir ctedtotheC

mmit-tee.A SME istoben tified sh uldq es io s arise co c rnin impro e useofa A SME Ce tificatio Mark

Whenr q ir db co tex tinthisS ctio ,thesing ularsh l beinterpr tedastheplural,a dvic v ersa,a dthe

fem-inine,masculne,orneuterg en e sh l betreatedassuchothe g en e asa pro riate

Trang 19

A SME h sest ablshedproc d r s t oa t horiz q alfied org nizatio s tope formv ario s activ it iesinac ord nc

w ithther q ir mentsoftheA SMEBoie a dPr s ur V es elC de.ItistheaimoftheSocietytoprovider cog nitio

oforg anizatio ssoa thoriz d.A norg anizatio h ldin a thorizatio tope formv ario sactiv itiesinac ord nc w ith

ther q ir mentsof heC dema statethisca a i tyinits a vertisin lteratur

Org nizatio sthatar a thoriz dtouse theCe t ificatio Markformark in it ems orco structio sthath v ebe n

co struct ed a d inspe t edincompla c wit h t heASMEBoie a d Pr s ur V es el C de ar is uedCe t ificat es of

Authorizatio ItistheaimoftheSocietytomaintainthestan in oftheCe tificatio Markforthebenefitoftheuse s,

theenfor ementjurisdictio s,a dtheh lde softhe Ce tificatio Markwhocomplywithal r q ir ments

Basedo theseo je tives, the folowin p lcyh sbe nestablshedo the usag eina vertisin of acsimiesofthe

Ce tificatio Mark,Ce tificatesofAuthorizatio ,a dr fe enc toC deco structio TheA me ica SocietyofMe h nical

E g ine rsd esn t a prove,” c rtify,” rate,”or“en orse”a yitem,co structio ,oractivitya dthe esh l ben

state-ment s orimplcat io st hatmig tsoin icat e.An org nizat io h ldin t heCe t ificatio Marka d oraCe t ificate of

Aut horizatio ma st ate ina v ertisin lteratur thatit ems,co st ruct io s, oractiv it ies“ar b it(pro uc dorpe

-for med) oractivitiesco d cted inac ord nc w it hther q ir ment s oftheASME Boie a dPr s ur V es el C de,”

or“me tthe r q ir ment soft he ASMEBoie a d Pr s ur Ves elC de.”A nA SME corp ratelo osh l n tbe used

b a yorg anizatio othe tha A SME

TheCe tificatio Marksh l beusedo lyforstampin a dn meplatesasspe ificalyprovidedintheC de.However,

facsimiesma beusedforthep rp seof osterin theuseof uchco s ructio Suchusag ema beb a as ociatio or

asociety,orb ah lde oftheCe tificatio Markwhoma alsousethefacsimieina vertisin tosh wthatclearly

spe-cifieditemswil car ythe Ce t ificatio Mark.Gene alusa eis pe mit tedo lywhenal ofama ufactur r’s items ar

co structed u de therules

TheA SMEBoie a dPr s ur V es elC deprov idesrules ortheco structio ofb ie s,pr s ur v es els,a dn clear

comp nents.Thisinclu esr q ir mentsformaterials,desig n,fa ricatio ,ex amin tio ,inspe tio ,a dstamping Items

co structedinac ord nc withal ofthea plca lerules oftheC de ar identifiedwiththeoficialCe tificatio Mark

desc ibedintheg overnin S ctio of heC de

Marking ssuchas A SME,” A SMEStan ard,”ora yothe markin inclu in “A SME”ortheCe tificatio Marksh l n t

beusedo a yitemthatisn tco structed inac ord nc w ithal ofthea plca ler q ir mentsoftheC de

Itemssh l n tbedesc ibedo A SMEDataRep rtF rmsn ro simiarformsr fe rin toA SMEth tten toimply

th tal C der q ir ment h vebe nmetw hen,infact,theyh v en tbe n.DataRep rtF rmscov erin itemsn t uly

complyin withA SMEr q ir mentssh uldn tr fe toASMEortheysh uldclearlyidentifyal ex ceptio stotheA SME

r q ir ments

Trang 20

1 INT RODUCT ION

(a)Thefolow in informatio prov ides g id nc toC de use s forsu mit tin tech ical n uiries tothe a plca le

Boie a dPr s ur V es el(B V ) Stan ards C mmittee (he ein fterr fe r dtoastheC mmittee).S e theg uidelnes

o a prov alofnewmaterialsu de theASMEBoie a dPr s ur V es elC deinS ctio I ,PartDfor eq ir mentsfor

r q es sthatinv olv ea din newmaterialstotheC de.S etheg uidelneso a prov alofnewweldin a dbrazin

ma-terialsinS ctio I ,PartCforr q ir mentsfor eq es sthatinv olvea din newweldin a dbrazin materials(co

-suma les ) totheC de

Te h ical n uiriesca inclu er q estsfor ev isio sora ditio stotheC der q ir ment ,r q estsforC deC ses,

orr q estsforC deInterpr tatio s, asdesc ibedbelow :

( )CodeR evision C der v isio s ar co side edtoac ommo atetech olog icaldevelo ments,toa dr s a

min-is rative r q ir ments,toincorp rateC de C ses,ortoclarifyC de inten

(2)CodeCases.C deC sesr pr sentaltern tivesora ditio stoex istin C der q ir ments.C deC sesar w

rit-tenasaQues io a dReply,a dar usu lyinten edtobeincorp ratedintotheC deatalaterd te.Whenused,C de

C sespr sc ibema d toryr q ir mentsinthesamesenseasthetex toftheC de.Howev er,use sar ca tio edthat

n tal r g lators, jurisdictio s, orOwne sa tomaticalyac eptC deC ses Themos commo a plcatio sforC de

C sesar as folow s:

(-a) tope mitearlyimplementatio ofa a provedC der visio b sedo a urg entne d

(-b) tope mituse ofanewmaterialforC de co structio

(-c) tog ainex pe ienc withnewmaterials oraltern tiv er q ir ment priortoincorp ratio dir ctlyintothe

C de

(3)CodeInte pr tations

(-a) C deInterpr tatio s provideclarificatio ofthemea in ofex istin r q ir ment intheC dea dar pr

-sentedinIn uirya dReplyforma Inte pr tatio s d n tintro uc newr q ir ment

(-b) Ifex istin C detex td es n tfulyco v eythemea in thatw as inten ed,orco v ey sco flctin r q ir

-ments,a dr visio ofther q ir mentsisr q ir dtosu p rttheInterpr tatio ,a IntentInterpr tatio wil beis ued

inp ralelw ithar visio totheC de

(b)C der q ir ments,C deC ses,a dC deInterpr tatio sestablshedb theC mmitteear n ttobeco side ed

asa proving ,r commen ing ,c rtifying , oren orsin a ypro rietaryorspe ificdesig n,oraslmitin in a yw aythe

fr ed mofma ufactur rs,co structors,orOw ne s toch ose a ymet ho ofdesig nora yformofco s ructio that

co forms totheC der q ir ments

(c) In uiriesthatd n tcomplywiththefolowin g uid nc orthatd n tprov idesuficientinformatio fortheC

m-mitte ’s ful u de stan in ma r sultinther q es bein r turnedtothe In uir rwithn actio

Su mittals totheC mmitteesh uld inclu e the folow in informatio :

(a)Purp se Spe ifyo eofthefolowing :

( )r q es forr visio ofpr sentC der q ir ments

(2)r q es fornewora ditio al C der q ir ments

(3)r q es forC deC se

(4)r q es forC deInterpr tatio

(b)B ac kgro nd The In uir rsh uldprov ide the informat io ne dedfortheC mmit te ’s u de stan in ofthe

In-q iry,bein sur toinclu er fe enc tothe a plca le C de S ctio ,Divisio , E it io ,A dden a(ifa plca le),p

ra-gra hs,fig r s, a dtables.Pr fe a ly ,t he In uir rsh uld prov ideaco yof,orr lev antext ract s from, t hespe ific

r fe enc dp rtio softheC de

Trang 21

mittee tou de stan ther q es suficientlytobe a letoprov idea Inte pr tatio If heIn uir rdesir stomakea

pr sentatio ataC mmitteeme ting ,theIn uir rsh uldprov idea v anc n tic totheC mmitteeS c etary,toensur

timew il bealottedforthepr sentatio intheme tin ag en a.TheIn uir rsh uldco side thene dfora ditio al

a diov isu l eq ipmentthatmig htn tothe wisebeprov idedb the C mmittee Withsuficienta v anc n tic tothe

C mmitteeS c etary,such eq ipmentma bema eav aia le

Req estsforC der visio s ora ditio s sh uldinclu ethefolowin informatio :

(a)R eq estedR evisionsorA dition F rr q ested r visio s,theIn uir rsh uld identifythoser q ir mentsofthe

C deth ttheybelevesh uldber vised,a dsh uldsu mitaco yof,or elev antex tractsfrom,thea pro riater q ir

-mentsastheya pearintheC de,markedu w ithther q estedr v isio F rr q esteda ditio stotheC de,the

In-q ir rsh uldprovidether commen edwordin a dsh uldclearlyin icatewhe etheybelevethea ditio s h uldbe

located inthe C der q ir ment

(b)Statemento Ne d.TheIn uir rsh uldprov ide abriefex pla atio ofthene dforther visio ora ditio

(c)B ackgro ndInormation.TheIn uir rsh uldprov ideb ckg ro n informatio tosu p rtther v isio ora ditio ,

inclu in a yd taorch ng esintech olog ythat ormtheb sisforther q es, thatwil alowtheC mmitteetoa

e-q atelyevalu tether q es edr v isio ora ditio Sketches,tables,fig ur s,a dg ra hssh uldbesu mitted,asa

pro-priate.TheIn uir rsh uldidentifya ype tinentp rtio softheC dethatwouldbeafe tedb ther visio ora ditio

a da yp rtio softhe C dethatr fe enc ther q estedr visedora dedp rag ra hs

Req estsforC deC sessh uldbeac omp niedb astatementofne da db ckg ro n informatio simiartothat

-de w ayorimminent,newproc d r )sh uldbedesc ibed.Ina ditio ,itisimp rtantthatther q es isinco ne tio

witheq ipmentthatwil beartheCe tificatio Mark,withtheex ceptio ofS ctio X Ia plcatio s.Thepro osedC de

C sesh uldidentifytheC deS ctio a dDiv isio ,a dsh uldbewrittenasaQ uestio a daReply,inthesameformat

asex istin C de C ses.Req estsforC deC sessh uldalsoin icatethea plca leC deE itio sa dA dden a(ifa

-plca le) towhichther q ested C deC se a ples

(a)Req es sforC deInterpr tatio s sh uldbeac omp niedb thefolowin informatio :

( ) n uiry.TheIn uir rsh uldpro oseaco denseda dpr ciseIn uiry ,omittin su e flu usb ckg ro n

infor-matio a d,whenp s ible,comp sin the In uiryinsuchawaythata“y es ora“n ”Reply, withbrieflmitatio sor

co ditio s,ifne ded, ca beprov idedb theC mmittee.The pro osed q estio sh uld be tech icalya deditorialy

cor re t

(2)R eply.TheIn uir rsh uldpro ose aReplythatclearlya dco ciselya swers thepro osed In uiryq estio

Pr fe a ly ,theReplysh uldbe “y es or“n ,”withbrieflmitatio sorco ditio s,ifne ded

(3)B ackgro ndInormation.TheIn uir rsh uldprov idea yne dorb ckg ro n informatio ,suchasdesc ibedin

In uirya d Reply

If he In uir rbelev esar v isio oftheC der q ir ment s would behelpfultosu p rtthe Inte pr tatio ,the

In-q ir rma pro osesuchar v isio for o side atio b theC mmittee.Inmos cases,suchapro osal sn tne es ary

(b)Req es s orC deInterpr tatio ssh uldbelmitedtoa Interpr tatio ofap rticular eq ir mentintheC deor

Trang 22

6 SUBMIT T ALS

(a)S bmittal Req estsforC deInterpr tatio sh uldpr fe a lybesu mittedthro g htheo lneInterpr tatio Su

-mittalF rm.Theformis ac es ibleatht tp:/ g asme.org Interpr tatio R eq est Up n su mittal oftheform,the

In-q ir rwi r c ive a a tomatice-mai co firmin r c ipt If he In uir ris u a le to use the o l ne form, the

In uir rma mai ther q es tothefolowin a dr s :

S c etary

ASMEBoie a d Pr s ur Ves el C mmittee

TwoParkA v en e

NewYork,NY1 0 6-5 9

Al othe In uiries h uldbemaiedtotheS c etaryof heB VC mmitteeat hea dr s a ov e.In uiriesar u lkely

tor c iv ear sp nseiftheyar n twritteninclear,leg ibleE g lish.Theymus alsoinclu ethen meoftheIn uir ra d

thecomp n theyr pr sentorar employ edby,ifa plca le,a dtheIn uir r’sa dr s ,telep o en mbe ,fa n

m-be ,a de-mai a dr s , ifavaia le

(b)R espo se.TheS c etaryof hea pro riateC mmitte w il prov ideaw rittenr sp nse,vialetterore-mai,asa

-pro riate,totheIn uir r,u o completio of her q estedactio b theC mmitte In uir rsma trackthestatusof

theirInterpr tatio Req es athttp:/ g o.asme.org /Interpr tatio s

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J.E.Batey,Co tributingMemb r

HO ORA RYMEMBERS(MA INCOMMIT E )

D.A Douin—Ohio,Secreta y

M.J.A dams—Ontario,Canada

J.T.A mato—Min esota

C.Dautich—NorhCarolna

R.Delury—Manitoba,Canada

P.L.Dodg e—Nov aS otia,Canada

D.Easman—Newfou dlan an

E.G.Hiton—Virg inia

C.Ja kson—CityofDetoit,

A M.Lorimor—S uthDakota

M.Maiman—Northwes

Ter ritories,Canada

D.E.Malor y—NewHampshire

W.McGivney—CityofNewYor k,

NewYork

S.V.Nelson—Colorado

A K Oda—Washing ton

M.Po hlman —A lber ta,Canada

J.F.Por cela—Wes Virg inia

C.F.Rey es—CityofLosA ng eles,

Calfornia

M.J.Ry an—CityofC icg o,

I nois

D.S n fos —Nevada

M.H.S nsone—NewYork

A S.S hol —British olumbia,

N.Smith—Pen sy lvania

R.Spiker—NorhCar olna

T.Wald i g—Wisc nsin

M.Washing ton—NewJer ey

IN ERNA TIO ALIN ER ESTR EVIEWGR OUP

Trang 24

U.D’Ur o,Sta Secreta y

Y.Li,Dele gate

H.Micha l,Dele ate

C.F.Je r ings,Co tributin Memb r

S.V Torkidson,Co tributing

C.F.Je r ings,Co tributin Memb r

S.V Torkidson,Co tributing

Trang 25

M.Gold,Co tributin Memb r

W.Hofelner,Co tributingMemb r

M.Katcher,Co tributingMemb r

M.L.Nayy ar,Co tributingMemb r

E.G.Nisbett,Co tributin Memb r

D.T.Peter s,Co tributin Memb r

B.W.Rober ts,Co tributing

Me mb r

E.T omas,Co tributingMemb r

E.Upitis,Co tributingMemb r

C.H.Sturg eon,Co tributing

O.Oldani,Dele ate

H.Lor enz,Co tributingMemb r

Su g ro po No ferr ousA lloys(BPVI)

D.T.Peter ,Co tributingMemb r

Su g r ou o P ysicalPro erties(BPVI)

M.Nair,Co tributingMemb r

Wor kin Gro po MaterialsData ase(BPVI)

R.W.Swin eman,Ch ir

C.E.O’Br ien,StafSecreta y

F.A be

J.L.Arnold,Co tributingMemb r

J.Grimes,Co tributingMemb r

W.Hofelner,Co tributingMe mb r

Trang 26

Y.H.C oi,Dele ate

T.Ius,Dele ate

H.-T.Wang ,Dele ate

M.Z ou,Co tributingMemb r

D.E.Mathews,Vic eCh ir

G.L.Hol ng er,Secretay

J.T.Lan ,Co tributingMemb r

W orkin Gr ou o Desig nofDiv isio 3C ntainme tSy stems

Trang 27

A N.Ng uy en,Co tributingMemb r

N.J.Shah,Co tributingMemb r

E.A Wais,Co tributingMemb r

R.D.Blevins,Co tributingMemb r

M.R.Bre ch,Co tributingMemb r

W orkin Gro po E vir onme talEfects(SG-DM) BPVI )

Trang 28

M.W.Dav ies,Vic eCh ir

T.D.B rchel,Sec retay

D.J.Ammer man,ViceCh ir

V Bro ,Sec retay

D.S.Grifin,Co tributin Memb r

W.J.Kov es,Co tributingMemb r

D.L.Mariott ,Co tributin

J.P.Glaspie,Co tributingMemb r

D.L.Mariott ,Co tributin

Trang 29

C.A.Spleter , o tributingMemb r

Sp cialWor kin Gro po Ge eralReq ireme tsC nsold tio

H.Micha l,Dele ate

R.W.Barnes,Co tributingMemb r

W orkin Gr ou o Gr ap itea dC mp siteMater ials(SG-MF )

B.Haug er,Co tributin Memb r

JointA CIA SMEC mmite o C nceteC mp n ntsforNucle r

Ser v ice(BPVI )

J.A Mu shi,Ch ir

J.McLe n,Vic eCh ir

A.Byk,Sta Sec retay

K.V erderber,Sta Secreta y

J.F.A rtuso,Co tributin Memb r

J.-B.Domag e,Co tributingMemb r

J.G tiere ,Co tributingMemb r

Trang 30

M.Dia,Co tributingMemb r

S.Dia ,Co tributingMemb r

A.Isar,Co tributin Memb r

B.R.Laskewitz,Co tributing

Memb r

B.B.Sott,Co tributingMemb r

Z.Shang ,Co tributin Memb r

M.Sircr,Co tributingMemb r

Workin Gr ou o Mater ials,F bricatio ,a dE amin tio

J.F.A rtuso,Co tributingMemb r

J.G tier re ,Co tributingMemb r

B.B.Sott,Co tributingMemb r

Z.Shang ,Co tributin Memb r

Sp cialWorkin Gr ou o Mo er nizatio (BPVI -2)

S.Dia ,Co tributingMemb r

J.-B.Domag e,Co tributingMemb r

F.Lin,Co tributingMemb r

N.Sto va,Co tributin Memb r

Su gro po C ntainme tSy stemsfor p ntNucle rF ela d

Hig h-L velRadio ctiveMaterial(BPVI )

R.W.Barnes,Co tributin Memb r

W orkin Gr ou o Ge eralReq ireme ts(BPVI -4)

D.J.Roszman,Ch ir W.K S wder,Jr

Wor kin Gro po Mag nets(BPVI -4)

Wor kin Gro po Materials(BPVI -4)

Workin Gr ou o Vacu mVesels(BPVI -4)

X Li,Co tributingMemb r

L.Shi,Co tributingMemb r

Workin Gr ou o Hig hTemp r atureGas-C ole Reactor

X Li,Co tributingMemb r

L.Shi,Co tributingMemb r

Wor kin Gro po Hig hTemp r atur eLiq id-C ole Reactor

Trang 32

H.Micha l,Dele ate

D.Picrt ,Dele ate

A.Heino,Co tributingMemb r

X G iping,Dele ate

A S.Birks,Co tributingMemb r

J.Ben ett ,Alte ate

Trang 33

G.Pontig g ia,Co tributingMemb r

COM IT E O PRES UREVES E S(BPVVII)

R.J.Basie,Ch ir

S.C.Rober ,Vic eCh ir

E.Lawson,StafSec reta y

S.J.Ros i,Sta Sec retay

R.Duan,Dele ate

P.A McGowan,Dele gate

H.Micha l,Dele ate

K.Oyamada,Deleg te

M.E.Pap onetti,Dele ate

X Tang ,Dele ate

M.Gold,Co tributingMemb r

W.S.Ja obs,Co tributin Memb r

K.Mok tarian,Co tributing

M.E.Pap onetti,Dele ate

W.S.Ja obs,Co tributin Memb r

Trang 34

D.Ar nett,Co tributingMemb r

Su g ro po F br icatio a dEx amin tio (BPVVII)

K.K.Tam,Co tributingMembr

Su gro po He tTr ansferE uipme t BPVVII)

I.Gar cia,Co tributingMemb r

J.Mauritz,Co tributin Memb r

T.W.Noron,Co tributin Memb r

F.Oswei er,Co tributingMemb r

J.Pasek,Co tributingMemb r

R.Tiwar i,Co tributingMemb r

S.Yokel,Co tributingMemb r

Trang 35

A Spang en erg,ViceCh ir

H.P.Shmitz,Sec reta y

G.Gob i,Co tributingMemb r

Sp cialWor kin Gro po Bolte Fla g edJoints(BPVVI )

Trang 36

T.P.Pastor,Co tributingMemb r

COMMIT E O W ELDIN ,BRA ZIN ,A NDFUSIN (BPVIX )

A Roz ,Dele ate

M.Conson i,Co tributin Memb r

S.A Jones,Co tributingMemb r

M.L.Car penter,Ho o ayMemb r

B.R.New mar k ,Ho oa yMemb r

E.Molna,Dele ate

B.R.New mar k ,Ho oa yMemb r

Su g ro po Mater ials(BPVIX)

M.Conson i,Co tributin Memb r

M.Deg an,Co tributingMemb r

ItalyIntern tio alW or kin Gro p(BPVIX)

G.Gob i,Co tributingMemb r

COMMIT E O FIBER-REINFOR CEDP A STICPRES UREVES E S

Trang 37

R.D.Ker,Co tributingMemb r

B.R.New ton,Co tributingMe mb r

R.A Wes,Co tributingMemb r

C.J.Wirz,Alte ate

C.D.Cow fer,Ho oa yMemb r

F.E.Greg or,Ho o ayMemb r

O.F.Hed en,Ho o ayMemb r

P.C.Ricar dela,Ho oa yMemb r

A rg entin Intern tio alW or kin Gro p(BPVXI)

O.Marine ,Sta Secretay

Trang 38

T.Har din,Alten te

TaskGr ou o Evalu tio ofBeyon DesignBasisEvents(SG-ES)

T.Weaver,Co tributingMemb r

Wor kin Gro po FlawEvalu tio (SG-ES) BPVXI)

A A lleshwaram,Alte ate

Su g r ou o No d str uctiveE amin tio (SG-N E) BPVXI)

Trang 39

W or kin Gro po Proce ureQ ualficatio a dVolumetric

Ex amin tio (SG-N E) BPVXI)

P.Ray nau ,Alten te

Workin Gro po W eldin a dSp cialRep irProceses(SG-RRA )

S.Walden,Alte ate

T.J.Herr ity ,Alten te

Wor kin Gr ou o Insp ctio ofSystemsa dC mp n nts

Trang 40

J.M.Boug hman,Se c retay

M.Mo nsens,Sec retay

Sp c ialWor kin Gro po Rela i ty n Integ r ityMa ageme t

Prog ram(BPVXI)

R.Meyer,Co tributingMemb r

M.R.Ward,Co tributingMemb r

Ex ecutiveC mmite (BPVX II)

J.Z eng ,Co tributingMemb r

Su g r ou o F br icatio ,Insp ctio ,a dC ntin e Service

G.McRae,Co tributin Memb r

S.L.McWil ams,Co tributing

Memb r

T.A Rog er ,Co tributingMemb r

D.G.Shelton,Co tributingMemb r

L.H.Strouse,Co tributingMemb r

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