ASME BPVC II d m 2017 M A T E R I A L S P a r t D P r o p e r t i e s ( M e t r i c )

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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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 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

F r w ord x v

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

SummaryofC a g es x l

Lis ofC a g esinRecordNumbe Orde lv i

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

Su part1 Stres Tables 1

StatementofPolcyo Informatio Prov ided intheStres Ta les 1

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

a dPhysical Pro e ties 2

Su part2 P ysicalPropertiesTables 8 2

Intro uctio 8 2

Su part3 C artsan TablesforDeterminingShel Thicknes ofComponents

Un-derEx ternalPres ure 8 3

Man ator yA ppen ix1 BasisforEstablshingStres ValuesinTables1Aan 1B 9 6

1-1 0 De iv atio ofA llowable Stres V alues 9 6

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

an 4,an Alow ableStres ValuesforTable3 9 8

2-1 0 De iv atio ofStres IntensityValues 9 8

2-1 0 CriteriaforMaterials Othe th nBolting :Ta les2Aa d2B 9 8

2-1 0 CriteriaforBoltin MaterialsinTa le3forUseWithS ctio I (Clas 2a d3

Rules);S ctio VII, Div isio 1;S ctio V II,Div isio 2(Part4.1 Rules);

a dS ctio X II 9 8

2-1 0 CriteriaforBoltin MaterialsinTa le4forUseWithS ctio VII,Divisio 2,

Part5a dA nnex5.F;a d WithS ctio I ,Su se tio sNBa dWB 9 9

Man ator yA ppen ix3 BasisforEstablshingEx ternalPres ureC arts 9 1

3-6 0 CriteriaforA llowable Stres es 9 2

3-7 0 Proc d r a dResp nsibi tyforC artDevelo ment 9 4

3-8 0 Altern teProc d r forDeterminin A llowableC mpr s iv eStres es 9 7

3-9 0 Refe enc s 9 7

Man ator yA ppen ix5 GuidelnesontheA pprovalofNewMaterialsUn ertheA SMEBoieran

Pres ureVes elCode 9 8

5-1 0 C dePolcy 9 8

5-2 0 Ap lcatio 9 8

5-3 0 C emical C mp sitio 9 9

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5-1 0 Phy sicalPro e ties 9 2

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

5-1 0 L ng -Te m Pro e tiesStabi ty 9 3

5-1 0 Req estsforA dditio al Data 9 3

5-1 0 NewMaterialsC e kls 9 3

5-1 0 Req ir mentsforRecog niz dNatio alorIntern tio al Spe ificatio s 9 5

5-2 0 Pu lcatio ofRecog niz dNatio al orIntern tio alSpe ificatio s 9 5

5-2 0 C NSpe ificatio s 9 5

Man atoryAp en ix7 GuidelnesonMultipleMarkingofMaterials 9 6

7-1 0 Backg ro n 9 6

7-2 0 Guidelnes 9 6

Man atoryAp en ix9 Stan ar dUnitsforUseinE uations 9 8

Man atoryAp en ix1 BasisforEstablshingMax imumA llow ableStres ValuesforTables5A

an 5B 9 9

1 -1 0 De ivatio ofA llow ableStres Values 9 9

Nonman atoryA ppen ixA Is uesA ssociatedWithMaterialsUsedinA SMECodeConstruction 1 0

A -1 0 Gene al 1 0

A -2 0 Metalurg icalC a g esTh tC n Oc urin S rvic 1 0

A -3 0 UniformC r osio 1 0

A -4 0 L calz d C r osio 1 1

A -5 0 Metalurg icalyInfluenc dC r osio 1 1

A -6 0 Me h nicalyA ssistedC r osio 1 1

A -7 0 E viro mmentalyIn uc d Embrittlementa dCrackin 1 1

A -8 0 Me h nical Damag eMe h nisms 1 1

Nonman atoryA ppen ixB DevelopingNominalCompositionDesig nationsforASMECode

Materials 1 2

B-1 0 Backg ro n 1 2

B-2 0 Gene alGuidelne forAl Materials 1 2

B-3 0 GuidelnesforDevelo in Nomin l C mp sitio Desig natio sforFe ro s

Materials 1 2

B-4 0 Guidelnes orDev elo in Nomin lC mp sitio Desig natio sforNo fe ro s

Materials 1 2

B-5 0 Summary 1 2

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

an Pres ureVes elCode 1 2

C-1 0 UseofUnitsinE u tio s 1 2

C-2 0 GuidelnesUsed toDevelo SIE uiv alents 1 2

C-3 0 Sof C nv ersio F ctors 1 2

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,

an Y-1 1 2

D-1 0 MinimumTensie Streng tha dMinimumYieldStreng thC lumns 1 2

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Nonman atoryA ppen ixE MaterialDataforStres A nalysisintheTime-Depen entReg ime 1 2

E-1 0 Intro uctio 1 2

FIGURES

G GeometricC art orC mp nentsUn e Ex tern lorC mpr s iv eL a ing s

(orAl Materials) 8 4

CS-1 C art orDete minin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

C rb n orL wA llo Steels WithSpe ifiedMinimumYieldStreng thLes

Th n2 7MPa 8 6

C rb n orL wA llo Steels WithSpe ifiedMinimumYieldStreng th2 7MPa

a dHig he 8 7

C rb n Steel a dL wA llo SteelsWithSpe ified MinimumYieldStr ng th2 0MPaa d

Hig he forTempe atur s 1 0°Ca dLes 8 8

SA -5 7Thicknes 6 mma d Les 8 9

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 n Steel WithSpe ifiedMinimum YieldStreng thof1 8 MPa 8 1

HT-1 C art orDete minin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

Quenched a dTempe edL wAlo SteelWithSpe ified MinimumYieldStreng thof

6 9MPaa dThicknes 6 mma dLes 8 2

HT-2 C art orDete minin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

SA -5 8Gra e4N,Clas 2orSA -5 3 Ty pesBa dC,Clas 2WithSpe ifiedMinimumYield

Streng thof6 9MPa 8 3

HA -1 C art orDete minin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

A usteniticSteel1 Cr 8Ni, Ty pe3 4 8 4

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

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

A usteniticSteel1 Cr 8Ni–Mo–0.0 5 Max imumC rb n,Type3 6 8 7

A ustenitic Fe riticSteel 1 Cr 5Ni–3MoS3 5 0 8 8

HA -6 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

A usteniticSteel2 Cr 1 Ni–NS3 8 5 8 9

SA -5 4Type 6 0 H1 5 (1 Cr 4Ni–4 uS1 4 0) 8 0

A ustenitic Fe riticSteel 2 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 Steel2 Cr 1 Ni–6Mn–4.5Mo–NS3 5 5 8 3

CI1 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

Trang 8

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

A lumin mA llo 3 0 inO Tempe 8 9

A lumin mA llo 3 0 inH3 Tempe 8 0

WeldedAlumin m A llo 6 6 ‐T6 8 8

WeldedA lumin m A llo 6 6 ‐T4 8 9

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

A nnealedC p e ,Ty peDHP 8 0

C p e – i co A llo C 5 0 8 1

A nnealed9 –1 C p e –NickelA llo 8 2

A nnealed7 –3 C p e –NickelA llo 8 3

WeldedC p e –Iro A llo Tu eC 9 0 (SB‐5 3 Welded) 8 4

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

A nnealedNickel–C p e A llo N0 4 0 8 0

NFN-4 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Dev elo edfor

A nnealedNickel–C romium–Iro A llo N0 6 0 8 1

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Nickel–Iro –C romium–Molybden m–C p e A llo N0 8 5 8 4

NFN-8 C art orDete minin Shel Thicknes ofC mp nentsUn e Ex tern lPr s ur Develo edfor

An ealedNickel–Iro –C romium A llo N0 8 0 8 5

NFN-9 C art orDete minin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

A nnealedNickel–Iro –C romium A llo N0 8 0 8 6

NFN-1 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

L wC rb nNickel–Molybden m–C romium A llo N1 2 6 8 7

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

C romium–Nickel–Iro –Molybden m–C p e –C lumbiumA llo N0 0 0 8 9

Nickel–Iro –C romium– i co A llo N0 3 0 9 0

Nickel–C romium–Molybden m A llo N0 4 5 9 1

Nickel–Moly bden mA llo N0 0 2 9 2

Nickel–Moly bden mA llo N1 6 5 9 3

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

SB‐4 6) 9 4

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

Work‐Hardened Nickel 9 7

Nickel–C romium–Iro A llo N0 6 0(Spe ifiedMinimumYield Streng th2 6MPa) 9 8

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

C ldWorkedNickel–Iro –C romiumA llo N0 8 0 9 0

NickelA llo N0 2 0 9 1

Stres Relev edNickelA llo N0 2 0 9 2

A llo S3 2 7 9 3

A llo N0 0 5 9 4

NFT-1 C art orDeterminin Shel Thicknes ofC mp nentsUn e Ex te n lPr s ur Develo edfor

Un loy edTitaniumGra e3(UNS R50 5 ) 9 5

Un loy edTitaniumGra e2(UNS R50 0 ) 9 6

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Zir o ium A llo (U SR60 0 ) 9 2

3-5 0.1 Tempe atur LimitsforA pplcatio ofS ctio I Ex tern lPr s ur C art forCy lin e Un e

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, MPa, 9 r 1Mo– V 1 4

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

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

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

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

1

/

4

Cr 1Mo 1 5

E-1 0.7-5 Ex pe tedMinimum Stres -to-Ruptur V alues, MPa,Ni–Cr Fe Mo–C (A llo 7 8) 1 5

E-1 0.7-6 Ex pe tedMinimum Stres -to-Ruptur V alues, MPa,9 r –1Mo– V 1 5

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

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

t,for3 4S 1 6

E-1 0.1 -2 Desig nF tig ueStrainRang e,ϵ

t,for3 6S 1 6

t,forNi–Fe CrA llo 8 0H 1 6

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 at4 7°C 1 6

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E-1 0.1 -1 A v erag eIsochro o s Stres – trainC rvesforTy pe3 4S at7 4°C 1 7

E-1 0.2 -1 A v erag eIsochro o s Stres – trainC rvesforA llo 8 0H at4 7°Ca d4 4°C 1 9

E-1 0.2 -2 A v erag eIsochro o s Stres – trainC rvesforA llo 8 0H at4 2°C 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 rv esfor9 r 1Mo– Vat3 1°C 1 2

E-1 0.2 -2 A verag eIsochro o s Str s – trainC rv esfor9 r 1Mo–Vat3 9°C 1 2

E-1 0.2 -3 A v erag eIsochro o s Stres – trainC rv esfor9 r 1Mo–Vat4 6°C 1 2

E-1 0.2 -4 A v erag eIsochro o s Stres – trainC rvesfor9 r 1Mo–Vat4 4°C 1 2

E-1 0.2 -5 A v erag eIsochro o s Stres – trainC rvesfor9 r 1Mo– Vat4 2°C 1 2

E-1 0.2 -6 A verag eIsochro o s Stres – trainC rv esfor9 r 1Mo– Vat5 0°C 1 2

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low able Stres Values SforNo fe ro sMaterials 1 4

2A S ctio I ,Divisio 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

mforFe ro sMate ials 2 4

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

mforNo fe ro s Materials 3 0

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

forBoltin Materials 4 4

5A S ctio VII, Div isio 2Max imumAlowable Str s V aluesS forFe ro sMaterials 4 6

5B S ctio VII, Div isio 2Max imumAlowable Str s V aluesS forNo fe ro sMate ials 4 8

U Tensie Str ng thValuesS

uforFe ro sa dNo fe ro sMaterials 5 4

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

uforFe ro sMate ials 6 6

Y-1 YieldStr ng thValues S

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

TE-1 The malEx pa sio forFe ro sMaterials 8 3

TE-2 The malEx pa sio forA lumin m A lloy s 8 8

TE-3 The malEx pa sio forC p e A lloys 8 9

TE-4 The malEx pa sio forNickel Aloy s 8 0

TE-5 The malEx pa sio forTitaniumA lloys 8 0

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

TM-1 Mo ul ofElas icityEofFe ro sMaterialsforGiv enTempe atur s 8 5

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

TM-3 Mo ul ofElas icityEofC p e a dC p e A lloy sforGiven Tempe atur s 8 9

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

TM-5 Mo ul ofElas icityEofTitaniuma dZir o iumforGivenTempe atur s 8 1

PRD Pois o ’sRatioa d DensityofMaterials 8 1

G Ta ularV alues forFig ur G 9 3

CS-1 Ta ularV alues forFig ur CS-1 9 5

HT-1 Ta ularV alues forFig ur HT-1 9 9

HT-2 Ta ularV alues forFig ur HT-2 9 0

HA -1 Ta ularV alues forFig ur HA -1 9 0

HA-1 Ta ularV alues forFig ur HA -1 9 6

CI1 Ta ularV alues forFig ur CI1 9 7

Trang 13

NFA -4 Ta ularValuesforFig ur NFA -4 9 1

NFA-5 Ta ularValuesforFig ur NFA -5 9 1

NFA -6 Ta ularValuesforFig ur NFA -6 9 2

NFA -7 Ta ularV aluesforFig ur NFA -7 9 2

NFA -8 Ta ularV aluesforFig ur NFA-8 9 3

NFA -9 Ta ularV aluesforFig ur NFA -9 9 3

NF -1 Ta ularValuesforFig ur NF -1 9 6

NF -3 Ta ularV aluesforFig ur NF -3 9 7

NFN-1 Ta ularV aluesforFig ur NFN-1 9 0

NFN-5 Ta ularValuesforFig ur NFN-5 9 2

NFT-1 Ta ularV aluesforFig ur NFT-1 9 0

NFT-4 Ta ularValuesforFig ur NFT-4 9 2

NFT-5 Ta ularValuesforFig ur NFT-5 9 3

Trang 14

9-1 0 Stan ardUnit forUseinE u tio s 9 8

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

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

u 1 2

E-1 0.1-2 Tensie a dYieldStreng thRed ctio F ctorDuetoL n Time PriorElevatedTempe atur

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

E-1 0.3-2 Pe mis ibleWeldMaterials 1 3

E-1 0.3-3 S

o

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

E-1 0.6-1 YieldStreng thValues, S

y,VersusTempe atur 1 4

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-5.9ER3 8a 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

/

4Cr‐1Mo(4 5 2 5)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 Recommen edRestrictio s 1 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

ENDNOTES 1 3

Trang 15

• 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 s omary)

• PartD—Pro e ties (Metric)

I Rules forC nstructio ofNuclearF ci tyC mp nents

• Su se tio NCA—Gene al Req ir ments forDiv isio 1a dDiv isio 2

• A ppen ic s

• Divisio 1

*

– Su se tio NB—Clas 1C mp nents

– Su se tio NC —Clas 2 C mp nents

– Su se tio N —Clas 3C mp nents

– Su se tio NE —Clas MC C mp nent

– Su se tio NF—Su p rt

– Su se tio NG—C r Su p rtStructur s

• Divisio 2 —C de forC nc ete C ntainments

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

Radio ctiv eMaterial

• 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 PlasticPr 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

*

Trang 16

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

Trang 17

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 mmitte wassu e sededb thefolowin 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 des ructiv eEx amin tio (V )

(f) C mmittee o Pr s ur Ves els (VII

(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 vic 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 mmitteealsointerpr tstheserulesw henq estio sariser g ardin their

intent.Thetech icalco sistencyoftheS ctio softheC dea dco rdin tio of tan ardsdevelo mentactivitiesofthe

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 v es els,tra sp rttanks,orn clearcomp nents,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 levantd cument forsafetyis 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 v ic fluidsorex tern lo e atin enviro

-ments.Informulatin therules,theC mmitteeco side s hene 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 dtoprovideamarg in

fordeterioratio inse v ic 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 s ructio

ac-tiv itiesa dinse vic inspe tio a dtestin activ ities.TheC ded esn ta dr s al aspe tsoftheseactivitiesa 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 ment.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 gments mus nev erbeusedtoov er ulema d toryr q ir ments or

spe ificpro ibitio s ofthe C de

TheC mmite r cog niz sthattoolsa d tech iq es usedfordesig a d a aly sisch ng eastech olog yprog res es

a dex pe tseng ine rstouseg oo ju g mentinthea plcatio ofthesetools.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 atio sar ma d tory TheC de

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

*

Theinfor matio co tainedinthisF rw ordisn tp rtof hisA meica Natio alStan ard(A NS)a d asn tbe npr oc sedinacord nc

withANSI's eq ir ementsfora A NS.The efor,thisF r w ordma co tainmateialth th sn tbe nsu je tedtop blc ev ieworaco

Trang 18

-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 sestablshedproc d r s toa t horiz q alfied org nizatio s tope formv ario s activ it iesin ac ord nc

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

oforg anizatio ssoa thoriz d.A norg anizatio h ldin a th rizatio tope formvario sactivitiesinac ord nc with

ther q ir ment of heC dema statethisca a i tyinits a vertisin lteratur

Org nizatio sth tar a thoriz dtouse the Ce t ificatio Markformark in it ems orco st ructio sthath ve be n

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

Authorizatio ItistheaimoftheSocietytomaintainthestan in of heCe tificatio Markforthebenefitof heuse s,

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

Basedo theseo je tiv es, the folowin p lcyh sbe nestablshedo the usag eina v ertisin of acsimiesofthe

Ce tificatio Mark,Ce tificatesofA uthorizatio ,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 ificat e of

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

-for med) oractiv it iesco d cted inac ord nc w it ht her q ir ments 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 ificalyprov idedintheC de.Howev er,

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

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

spe-cifiedit emsw il car yt he Ce t ificat io Mark Gene alusa eis pe mit tedo lyw henal ofama ufactur r’s items ar

co structed u de therules

ST A T EMENT OF POLICY ON T HE USE OF A SME MA RKING T O

IDENT IFY MA NUFA CT URED IT EMS

TheA SMEBoie a dPr s ur Ves elC deprovidesrules ortheco structio ofb ie s,pr s ur v es els,a dn clear

comp nents.Thisinclu esr q ir ment formaterials,desig n,fa ricatio ,ex amin tio ,inspe tio ,a ds amping Items

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

desc ibedintheg overnin S ctio oftheC de

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

beusedo a yitemthatisn tco structed inac ord nc withal ofthea plca ler q ir mentsof heC de

Itemssh l n tbedesc ibedo ASMEDataRep rtF rmsn ro simiarformsr fe rin toA SMEthatten toimply

thatal C der q ir mentsh vebe nmetw hen,infact,theyh v en tbe n.DataRep rtF rmscov erin itemsn t uly

comply in w ithA SMEr q ir mentssh uldn tr fe toA SMEortheysh uldclearlyidentifyal ex ceptio stotheA SME

r q ir ments

Trang 20

(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

2 INQUIRY FORMA T

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

mitteetou de sa d ther q es suficientlytobe a letoprov idea Interpr tatio IftheIn uir rdesir stomakea

pr sentatio ataC mmitteeme ting ,theIn uir rsh uldprovidea vanc n tic totheC mmitteeS c etary ,toensur

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

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

C mmitteeS c etary,such eq ipmentma bema eavaia le

3 CODE REV ISIONSOR A DDIT IONS

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 ment ofthe

C dethattheybelevesh uldber vised,a dsh uldsu mitaco yof,or elevantex tractsfrom,thea pro riater q ir

-mentsastheya pearintheC de,markedu withther q estedr v isio F rr q es eda ditio stotheC de,the

In-q ir rsh uldprovidether commen edwordin a dsh uldclearlyin icatew he etheybelev ethea ditio s h uldbe

located inthe C der q ir ments

(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 visio ora ditio ,

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

e-q atelyevalu tether q estedr 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 v isio ora ditio

a da yp rtio softhe C deth tr fe enc ther q estedr v isedora dedp rag ra hs

4 CODE CA SES

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

desc ibedin3(b)a d3(c),r spe tively,forC der visio sora ditio s.Theurg encyof heC deC se(e.g ,proje tu

-de wayorimminen newproc d r )sh uldbedesc ibed.Ina ditio ,itisimp rta tthatther q es isinco ne tio

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

C sesh uldidentifytheC deS ctio a dDivisio ,a dsh uldbewrittenasaQues io a daReply,inthesameformat

asex istin C de C ses.Req es sforC deC sessh uld alsoin icatethea plca leC deE itio sa dA dden a(ifa

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

5 CODE INT ERPRET AT IONS

(a)Req es sforC deInterpr tatio s sh uldbeac omp niedb thefolow in 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 theIn uiryinsuchaw aythata“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 uldprovidea yne dorb ckg ro n informatio ,suchasdesc ibedin

3(b)a d3(c),r spe tiv ely ,forC der visio sora ditio s,thatw il as is theC mmitteeinu de stan in thepro osed

In uirya d Reply

Ifthe In uir rbelevesar v isio oftheC der q ir ment s w ould be helpfultosu p rtthe Interpr tat io ,the

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

(b)Req estsforC deInte pr tatio ssh uldbelmitedtoa Interpr tatio ofap rticularr q ir mentintheC deor

inaC deC se.Ex ceptwithr g ardtointerpr tin aspe ificC der q ir ment,theC mmitteeisn tpe mittedtoco

-side co sulting -ty per q estssuch asthefolow ing :

Trang 22

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

Trang 23

J.E.Batey ,Co tributingMemb r

HO ORA RYMEMBERS(MA INCOMMIT E )

D.A Douin—Ohio,Secreta y

M.J.Adams—Ontario,Canada

J.T.A mato—Min esota

C.Dautich—Norh arolna

R.Delury—Manitoba,Canada

P.L.Dodg e—NovaS otia,Canada

D.Eastman—Newfou dlan an

E.G.Hiton—Virg inia

C.Ja kson—CityofDetoit,

A M.Lorimor—S uthDakota

M.Maiman—Northwes

Ter ritor ies,Canada

D.E.Malor y—NewHampshire

W.McGivney—CityofNewYor k,

NewYork

S.V Nelson—Colorado

A K.Oda—Washing ton

M.Po hlman —A lberta,Canada

J.F.Por cela—Wes Virg inia

C.F.Reyes—CityofLosA ng eles,

Calfor nia

M.J.Ryan—CityofC icg ,

I nois

D.S n fos —Nev ada

M.H.S nsone—NewYor k

A.S.S hol —BritishColumbia,

N.Smith—Pen sylv ania

R.Spiker—NorhCarolna

D.J.Stenr ose—Michig an

T.Wald i g—Wisc nsin

M.Washing ton—NewJer ey

IN ERNA TIO A LIN ER ESTR EVIEWGROUP

V.Felx

Y.-G.Kim

C.Min

T.S.G.Nar ayan en

Trang 24

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 tributingMemb r

W.Hofelner,Co tributingMemb r

M.Katcher,Co tributingMemb r

M.L.Nayy ar,Co tributingMemb r

E.G.Nisbett,Co tributingMemb r

D.T.Peter ,Co tributingMemb r

B.W.Roberts,Co tributin

Memb r

E.T omas,Co tributin Memb r

E.Upitis,Co tributingMemb r

M.Katcher,Co tributin Memb r

C.H.Sturg eon,Co tributing

H.Lorenz,Co tributingMemb r

Su gro po No fero sA lloy s(BPVI)

M.Nair,Co tributingMemb r

Workin Gr ou o Mater ialsData ase(BPVI)

J.L.A rnold,Co tributin Memb r

J.Grimes,Co tributingMemb r

W.Hofelner,Co tributin Memb r

T.Laar,Co tributingMemb r

D.T.Peter ,Co tributingMembr

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 tributin Memb r

R.D.Blev ins,Co tributingMemb r

M.R.Bre ch,Co tributingMembe r

Wor kin Gro po E viro me talEfects(SG-DM) BPVI )

C.Jon er,Ch ir J.Kim

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

J.P.Glaspie,Co tributingMemb r

D.L.Mariott ,Co tributin

Trang 29

H.Micha l,Dele ate

G.L.Hol ng er,Co tributing

C.A Spletter,Co tributingMemb r

Sp cialW orkin Gro po Ge er alReq ir eme tsC nsold tio

R.W.Bar nes,Co tributingMemb r

Wor kin Gro po Gra hite n C mp siteMaterials(SG-MF )

B.Haug r,Co tributingMemb r

JointACIA SMEC mmitteeo C ncr eteC mp n ntsforNucle r

Service(BPVI )

J.A Mu shi,Ch ir

J.McLe n,ViceCh ir

A Byk,Sta Secretay

K.Verderber,Sta Sec re tay

J.F.A rtuso,Co tributingMemb r

J.-B.Domag e,Co tributingMemb r

J.G tiere ,Co tributin Memb r

T.Kang ,Co tributingMemb r

T.Muraki,Co tributingMemb r

Trang 30

C.Jones

O.Joval

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 Materials(BPVI -4)

M.Poron,Ch ir P.Mum ery

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.M.Gati,Dele ate

A.S.Birks,Co tributingMemb r

G.M.Gati,Dele ate

Wor kin Gro po A co sticEmis io s(SG- VM) BPVV)

G.Gob i,Co tributingMemb r

G.Pontig g ia,Co tributin Memb r

COM IT E O PRES UREVES E S(BPVVII)

R.J.Basie,Ch ir

S.C.Rober ,Vic eCh ir

E.Lawson,Sta Sec reta y

S.J.Ros i,Sta Sec retay

H.Micha l,Dele ate

K.Oyamada,Dele ate

M.E.Pap onetti,Dele ate

X Tang ,Dele ate

W.S.Ja obs,Co tributin Memb r

K.Mok tarian,Co tributing

K.Oyamada,Dele gate

M.E.Pap oneti,Deleg te

W.S.Ja obs,Co tributingMemb r

P.K.Lam,Co tributingMemb r

K.Mokhtar ian,Co tributin

Trang 34

M.H.Jawad

S.Terada

D.Ar nett,Co tributingMemb r

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

M.Gold,Co tributin Memb r

M.Katcher,Co tributingMemb r

K.Oy amada,Dele ate

K.Mok tarian,Co tributing

A.Spang en erg,Vic eCh ir

H.P.Shmitz,Sec reta y

Sp cialW orkin Gro po Bolte Fla g edJoints(BPVVII)

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)

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

Trang 37

C.Ye,Dele ate

R.E.Gimple,Co tributin Memb r

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 ayMembe r

O.F.Hed en,Ho o ayMemb r

P.C.Ricar dela,Ho oa yMemb r

Ex ecutiv eC mmite (BPVXI)

A rgentin Intern tio alW or kin Gro p(BPVXI)

O.Marine ,Sta Se c retay

TaskGro po ISIofSp ntNucle rF elStorag ea dTra sp rtatio

C ntainme tSystems(BPVXI)

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 orkin Gro po Proce ureQ ualficatio a dVolumetr ic

Ex amin tio (SG-N E) BPVXI)

S.Walden,Alte ate

T.J.Herity ,Alten te

Workin Gr ou o Insp ctio ofSystemsa dC mp n nts

Trang 40

TaskGro po Burie C mp n ntsInsp ctio a dTestin

(WG-PT) BPVX I)

D.W.Lamon ,Ch ir

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)

M.R.Ward,Co tributingMemb r

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

M.R.Ward,Co tributingMemb r

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