EN 13480-3:2017 NBN EN 13480-3:2017

ICS: 23.040.01

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Belgian Standard

EN 13480-3:2017

NBN EN 13480-3:2017

Metallic industrial piping - Part 3: Design and calculation

Valid from 19-07-2017

Replaces NBN EN 13480-3:2012

ed –

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EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM

EN 13480-3 June 2017

ICS 23.040.01 Supersedes EN 13480-3:2012English Version Metallic industrial piping - Part 3: Design and calculationTuyauteries industrielles métalliques - Partie 3 : Conception et calcul Industrielle metallische Rohrleitungen - Teil 3: Konstruktion und Berechnung

This European Standard was approved by CEN on 21 June 2017. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.

EUROPEAN COMMITTEE FOR STANDARDIZATION C O M I T É E U R O P É E N D E N O R M A L I S A T I O N E U R O P Ä I S C H E S K O M I T E E F Ü R N O R M U N G CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels

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Contents

Europeanforeword....................................................................................................................................................10

1 Scope.................................................................................................................................................................12

2 Normativereferences.................................................................................................................................12

3 Terms,definitions,symbolsandunits.................................................................................................13 3.1 Termsanddefinitions................................................................................................................................13 3.2 Symbolsandunits........................................................................................................................................13

4 Basicdesigncriteria....................................................................................................................................15 4.1 General.............................................................................................................................................................15 4.2 Loadings..........................................................................................................................................................15 4.2.1 General.............................................................................................................................................................15 4.2.2 Combinationofloads..................................................................................................................................16 4.2.3 Loadsfordimensioning.............................................................................................................................16 4.2.4 Otherloadstobetakenintoaccount....................................................................................................18 4.2.5 Designconditions.........................................................................................................................................19 4.3 Thickness........................................................................................................................................................22 4.4 Tolerances......................................................................................................................................................25 4.5 Jointcoefficient.............................................................................................................................................25 4.6 Dimensioningofpipingcomponentssubjecttopressure.............................................................26

5 Designstresses..............................................................................................................................................26 5.1 General.............................................................................................................................................................26 5.2 Time‐independentnominaldesignstress..........................................................................................27 5.2.1 Steelsotherthanausteniticsteels.........................................................................................................27 5.2.2 Austeniticsteels............................................................................................................................................27 5.2.3 Nickeland/orchromiumalloysteels..................................................................................................28 5.2.4 Steelscastings................................................................................................................................................28 5.2.5 Additionalrequirementsforsteelswithnospecificcontrol........................................................28 5.3 Time‐dependentnominaldesignstress..............................................................................................29 5.3.1 General.............................................................................................................................................................29 5.3.2 Steels.................................................................................................................................................................29 5.3.3 Nickeland/orchromiumalloysteels....................................................................................................30

6 Designofpipingcomponentsunderinternalpressure.................................................................30 6.1 Straightpipes.................................................................................................................................................30 6.2 Pipebendsandelbows...............................................................................................................................30 6.2.1 General.............................................................................................................................................................30 6.2.2 Symbols............................................................................................................................................................31 6.2.3 Requiredwallthicknesses........................................................................................................................31 6.3 Mitrebends.....................................................................................................................................................32 6.3.1 General.............................................................................................................................................................32 6.3.2 Symbols............................................................................................................................................................32 6.3.3 Effectiveradiusofmitrebend.................................................................................................................33 6.3.4 Multiplemitrebends..................................................................................................................................33 6.3.5 Singlemitrebends.......................................................................................................................................34

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6.3.6 Adjacentstraightpipesectionsofmitrebends.................................................................................34 6.4 Reducers..........................................................................................................................................................34 6.4.1 Conditionsofapplicability........................................................................................................................34 6.4.2 Specificdefinitions.......................................................................................................................................35 6.4.3 Specificsymbolsandabbreviations.......................................................................................................35 6.4.4 Conicalshells..................................................................................................................................................36 6.4.5 Junctions‐general........................................................................................................................................37 6.4.6 Junctionbetweenthelargeendofaconeandacylinderwithoutaknuckle..........................37 6.4.7 Junctionbetweenthelargeendofaconeandacylinderwithaknuckle................................40 6.4.8 Junctionbetweenthesmallendofaconeandacylinder..............................................................41 6.4.9 Offsetreducers..............................................................................................................................................43 6.4.10 Specialforgedreducers..............................................................................................................................43 6.5 Flexiblepipingcomponents......................................................................................................................44 6.5.1 General.............................................................................................................................................................44 6.5.2 Expansionjoints............................................................................................................................................44 6.5.3 Corrugatedmetalhoseassemblies........................................................................................................46 6.6 Boltedflangeconnections.........................................................................................................................47 6.6.1 General.............................................................................................................................................................47 6.6.2 Symbols............................................................................................................................................................47 6.6.3 Standardflange.............................................................................................................................................47 6.6.4 Non‐standardflange....................................................................................................................................48

7 Designofendsunderinternalpressure...............................................................................................48 7.1 Dishedends.....................................................................................................................................................48 7.1.1 Symbols............................................................................................................................................................48 7.1.2 Hemisphericalends.....................................................................................................................................49 7.1.3 Torisphericalends.......................................................................................................................................50 7.1.4 Ellipsoidalends.............................................................................................................................................51 7.1.5 Calculationof..............................................................................................................................................52 7.2 Circularflatends...........................................................................................................................................56 7.2.1 General.............................................................................................................................................................56 7.2.2 Symbols............................................................................................................................................................56 7.2.3 Unstayedflatcircularendsweldedtocylindricalshells/pipes...................................................58 7.2.4 Unstayedflatcircularboltedends..........................................................................................................65 7.2.5 Reinforcementsofopeningsinunstayedflatends..........................................................................71

8 Openingsandbranchconnections.........................................................................................................74 8.1 General.............................................................................................................................................................74 8.2 Symbols............................................................................................................................................................74 8.3 Limitations......................................................................................................................................................75 8.3.1 Thicknessratio..............................................................................................................................................75 8.3.2 Openingsinthevicinityofdiscontinuities..........................................................................................77 8.3.3 Typesofreinforcement..............................................................................................................................79 8.3.4 Calculationmethod......................................................................................................................................80 8.3.5 Ellipticalopeningsandobliquebranchconnections.......................................................................80 8.3.6 Reinforcingpads...........................................................................................................................................82 8.3.7 Dissimilarmaterialofshellandreinforcements..............................................................................82 8.3.8 Extrudedoutlets............................................................................................................................................82 8.3.9 Forgedtee........................................................................................................................................................82 8.3.10 Branchesinbendsorelbows....................................................................................................................83 8.3.11 Screwed‐inbranches...................................................................................................................................83 8.4 Isolatedopenings..........................................................................................................................................84 8.4.1 General.............................................................................................................................................................84 8.4.2 Unreinforcedopenings...............................................................................................................................87

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8.4.3 Reinforcedopeningswithdi/Di<0,8..................................................................................................87 8.4.4 Reinforcedsingleopeningswith0,8<d/D1,0..............................................................................93 8.5 Adjacentopenings........................................................................................................................................93 8.5.1 Unreinforcedopenings...............................................................................................................................93 8.5.2 Reinforcedopeningswithd/D0,8......................................................................................................93 8.6 Designofspecialpipingcomponents....................................................................................................94 8.6.1 CylindricalY‐pieces.....................................................................................................................................94 8.6.2 SphericalY‐pieces........................................................................................................................................95 8.6.3 Triformreinforcedbranches...................................................................................................................96

9 Designofpipingcomponentsunderexternalpressure.................................................................97 9.1 General.............................................................................................................................................................97 9.2 Symbolsandelasticstresslimits............................................................................................................99 9.2.1 Symbols............................................................................................................................................................99 9.2.2 Elasticstresslimits....................................................................................................................................101 9.3 Cylindricalpipes,elbowsandmitrebends.......................................................................................101 9.3.1 Determinationoflengths........................................................................................................................101 9.3.2 Interstiffenercollapse..............................................................................................................................103 9.3.3 Overallcollapseofstiffenedpipes.......................................................................................................105 9.3.4 Stiffenerstability........................................................................................................................................106 9.3.5 Heating/coolingchannels.......................................................................................................................109 9.4 Reducers(conicalshells)........................................................................................................................110 9.5 Dishedends..................................................................................................................................................112 9.5.1 Hemisphericalends...................................................................................................................................112 9.5.2 Torisphericalends.....................................................................................................................................113 9.5.3 Ellipsoidalends...........................................................................................................................................113

10 Designforcyclicloading..........................................................................................................................113 10.1 General...........................................................................................................................................................113 10.2 Exemptionfromdetailedfatigueanalysis........................................................................................113 10.3 Fatiguedesignforcyclicpressure........................................................................................................114 10.3.1 Equivalentfullloadcycles.......................................................................................................................114 10.3.2 Simplifiedfatigueanalysis......................................................................................................................114 10.4 Fatiguedesignforthermalgradients.................................................................................................129 10.4.1 General...........................................................................................................................................................129 10.4.2 Designguidance..........................................................................................................................................129 10.5 Fatiguedesignforcombinedloads......................................................................................................130

11 Integralattachments.................................................................................................................................130 11.1 General...........................................................................................................................................................130 11.2 Allowablestresses.....................................................................................................................................130 11.3 Symbols..........................................................................................................................................................131 11.4 Hollowcircularattachments..................................................................................................................133 11.4.1 Limitations....................................................................................................................................................133 11.4.2 Preliminarycalculations.........................................................................................................................133 11.4.3 Analysisofattachmentsweldedtopipewithafullpenetrationweld....................................135 11.4.4 Analysisofattachmentsweldedtopipewithfilletorpartialpenetrationweld................136 11.5 Rectangularattachments........................................................................................................................136 11.5.1 Limitations....................................................................................................................................................136 11.5.2 Preliminarycalculations.........................................................................................................................136 11.5.3 Analysisofattachmentsweldedtopipewithafullpenetrationweld....................................138 11.5.4 Analysisofattachmentsweldedtopipewithfilletorpartialpenetrationweld................139 11.6 Stressanalysisoftherunpipe...............................................................................................................139 11.7 Shearstressanalysisinattachment....................................................................................................141

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11.7.1 Hollowcircularattachments.................................................................................................................141 11.7.2 Rectangularattachments........................................................................................................................141 11.8 Alternativecalculationmethods..........................................................................................................141

12 Flexibilityanalysisandacceptancecriteria.....................................................................................141 12.1 Basicconditions.........................................................................................................................................141 12.1.1 General..........................................................................................................................................................141 12.1.2 Loadingconditions....................................................................................................................................142 12.1.3 Allowablestresses.....................................................................................................................................142 12.2 Pipingflexibility.........................................................................................................................................144 12.2.1 General..........................................................................................................................................................144 12.2.2 Basicconditions.........................................................................................................................................144 12.2.3 Displacementstrains................................................................................................................................144 12.2.4 Displacementstresses.............................................................................................................................145 12.2.5 Stressrange.................................................................................................................................................146 12.2.6 Coldpull........................................................................................................................................................146 12.2.7 Propertiesforflexibilityanalysis........................................................................................................147 12.2.8 Supportingconditions.............................................................................................................................147 12.2.9 Expansionjoints.........................................................................................................................................149 12.2.10Flexibilityanalysis....................................................................................................................................149 12.3 Flexibilityanalysis....................................................................................................................................151 12.3.1 General..........................................................................................................................................................151 12.3.2 Stressduetosustainedloads................................................................................................................152 12.3.3 Stressduetosustainedandoccasionalorexceptionalloads....................................................152 12.3.4 Stressrangeduetothermalexpansionandalternatingloads.................................................153 12.3.5 Additionalconditionsforthecreeprange........................................................................................154 12.3.6 Stressesduetoasinglenon‐repeatedsupportmovement........................................................154 12.3.7 Determinationofresultantmoments................................................................................................155 12.3.8 Alternativemethodforstresscalculation........................................................................................157 12.3.9 Reactions......................................................................................................................................................157 12.4 Fatigueanalysis..........................................................................................................................................157 12.5 Vibration.......................................................................................................................................................157

13 PipeSupports..............................................................................................................................................158 13.1 Generalrequirements..............................................................................................................................158 13.1.1 General..........................................................................................................................................................158 13.1.2 Classificationofsupports........................................................................................................................158 13.1.3 Additionaldefinitions..............................................................................................................................159 13.1.4 Boundaries...................................................................................................................................................161 13.1.5 Pipesupportsweldedtothepipe........................................................................................................163 13.2 Selectionofpipesupports......................................................................................................................164 13.2.1 General..........................................................................................................................................................164 13.2.2 Detaildesignofpipesupports..............................................................................................................165 13.2.3 Supportlocation.........................................................................................................................................166 13.3 Constanthangers/basemounted(pedestal)constantsupports..............................................166 13.3.1 General..........................................................................................................................................................166 13.3.2 Loaddeviationfromcalibratedload..................................................................................................166 13.3.3 Siteadjustmentofthecalibratedload...............................................................................................166 13.3.4 Travelreserve(Overtravel)...................................................................................................................166 13.3.5 Blocking.........................................................................................................................................................167 13.3.6 IdentificationMarking/Nameplate....................................................................................................167 13.4 Variableloadspringhangersandbasemounted(pedestal)variableloadspring

supports........................................................................................................................................................167 13.4.1 General..........................................................................................................................................................167

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13.4.2 Toleranceonspringrate.........................................................................................................................168 13.4.3 Travelreserve(Overtravel)...................................................................................................................168 13.4.4 Blocking.........................................................................................................................................................168 13.4.5 Nameplate....................................................................................................................................................168 13.5 Rigidstruts...................................................................................................................................................169 13.6 Shockarrestors(shockabsorber,snubber).....................................................................................169 13.7 Slidingsupports..........................................................................................................................................170 13.8 Anchors..........................................................................................................................................................170 13.9 Documentationofsupports....................................................................................................................170 13.10 Markingofsupports..................................................................................................................................170 13.11 Manufacturingofpipesupports...........................................................................................................170 13.11.1Materialrequirements............................................................................................................................170 13.11.2Designtemperaturesforsupportcomponents..............................................................................171 13.11.3Designdetails..............................................................................................................................................172 13.11.4Determinationofcomponentsizes.....................................................................................................173 13.11.5Weldedconnections.................................................................................................................................174 13.11.6Threadedconnections.............................................................................................................................176 13.11.7Additionalrequirementsonsprings..................................................................................................177 13.11.8Designdetailsforrigidstruts...............................................................................................................177 13.11.9Designdetailsforshockarrestors(shockabsorbers,snubbers)............................................178 13.11.10Designdetailsforshockarrestors(shockabsorbers,snubbers)..........................................179

AnnexA(informative)Dynamicanalysis.........................................................................................................180 A.1 General...........................................................................................................................................................180 A.2 Analysisbycalculation.............................................................................................................................180 A.2.1 Seismicevents.............................................................................................................................................180 A.2.2 Rapidvalveclosure...................................................................................................................................184 A.2.3 Flowinducedvibration............................................................................................................................187 A.2.4 Safetyvalvedischarge..............................................................................................................................189 A.2.5 Allowablestresses.....................................................................................................................................192 A.3 Alternativemeansofdesignverification...........................................................................................192 A.3.1 Comparativestudies.................................................................................................................................192 A.3.2 Fullscaletesting.........................................................................................................................................192 A.3.3 Reducedscaletesting...............................................................................................................................192

AnnexB(normative)Moreaccuratecalculationofbendsandelbows.................................................193 B.1 General...........................................................................................................................................................193 B.2 Symbolsandunits......................................................................................................................................193 B.3 Requiredwallthickness..........................................................................................................................194 B.4 Calculation....................................................................................................................................................195 B.4.1 Calculationofwallthickness..................................................................................................................195 B.4.2 Stresscalculation.......................................................................................................................................197

AnnexC(informative)Expansionjoints...........................................................................................................201 C.1 Incorporationofexpansionjointsintopipingsystems................................................................201 C.1.1 General...........................................................................................................................................................201 C.1.2 Typesofexpansionjoints........................................................................................................................202 C.1.3 Designofexpansionjoints......................................................................................................................202 C.1.4 Designingwithexpansionjoints...........................................................................................................203 C.1.5 Analysesandcalculation.........................................................................................................................205 C.1.6 Coldpull.........................................................................................................................................................206 C.2 Maximumspacingforunrestrainedaxiallycompensatedstraightruns...............................206 C.2.1 General...........................................................................................................................................................206 C.2.2 Calculationrules.........................................................................................................................................206

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C.2.3 Maximumspacingfordefinedconditions........................................................................................207 C.3 Indicationforthedesignofexpansionjoints..................................................................................209 C.3.1 General..........................................................................................................................................................209 C.3.2 Informationforthesystemanalyst.....................................................................................................209

AnnexD(normative)Flanges...............................................................................................................................210 D.1 Purpose.........................................................................................................................................................210 D.2 Specifictermsanddefinitions...............................................................................................................210 D.3 Specificsymbolsandabbreviations....................................................................................................211 D.4 General..........................................................................................................................................................212 D.4.1 Introduction................................................................................................................................................212 D.4.2 Useofstandardflangeswithoutcalculation....................................................................................212 D.4.3 Bolting............................................................................................................................................................213 D.4.4 Flangeconstruction..................................................................................................................................215 D.4.5 Machining.....................................................................................................................................................215 D.4.6 Gaskets..........................................................................................................................................................215 D.5 Narrowfacegasketedflanges...............................................................................................................216 D.5.1 General..........................................................................................................................................................216 D.5.2 Boltloadsandareas..................................................................................................................................219 D.5.3 Flangemoments.........................................................................................................................................220 D.5.4 Flangestressesandstresslimits..........................................................................................................220 D.5.5 Narrowfaceflangessubjecttoexternalpressure.........................................................................226 D.5.6 Lapjoints......................................................................................................................................................226 D.5.7 Splitringflanges........................................................................................................................................229 D.6 Fullfaceflangeswithsoftringtypegaskets....................................................................................230 D.6.1 Specificsymbolsandabbreviations....................................................................................................231 D.6.2 Boltloadsandareas..................................................................................................................................231 D.6.3 Flangedesign...............................................................................................................................................232 D.6.4 Fullfaceflangessubjecttoexternalpressure.................................................................................233 D.7 Sealweldedflanges...................................................................................................................................233 D.8 Reversenarrowfaceflanges..................................................................................................................234 D.8.1 Internalpressure.......................................................................................................................................234 D.8.2 Externalpressure......................................................................................................................................236 D.9 Reversefullfaceflanges..........................................................................................................................236 D.9.1 General..........................................................................................................................................................236 D.9.2 DesignfollowingmethodofD.5............................................................................................................236 D.9.3 DesignfollowingmethodofD.6............................................................................................................238 D.10 Fullfaceflangeswithmetaltometalcontact..................................................................................240 D.10.1General..........................................................................................................................................................240 D.10.2Specificsymbolsandabbreviations....................................................................................................240 D.10.3Design............................................................................................................................................................241

AnnexE(normative)Designofbranchconnectionsinpipingaccessories.........................................243 E.1 Scope..............................................................................................................................................................243 E.1.1 General..........................................................................................................................................................243 E.2 Reinforcement............................................................................................................................................245 E.2.1 Anglesandareas........................................................................................................................................245 E.2.2 Thefollowingconditionshallbesatisfied:.......................................................................................245 E.3 Flexibilityanalysis....................................................................................................................................246

AnnexF(informative)Testingduringoperationinthecaseofcyclicloading...................................248 F.1 Testingduringoperation........................................................................................................................248 F.2 Measurestobetakenwhenthecalculatedfatiguelifehasbeenreached............................248

AnnexG(informative)Physicalpropertiesofsteels...................................................................................250

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G.1 General...........................................................................................................................................................250 G.2 Physicalproperties....................................................................................................................................250 G.2.1 Density...........................................................................................................................................................250 G.2.2 Differentialcoefficientoflinearexpansion......................................................................................251 G.2.3 Specificthermalcapacity.........................................................................................................................251 G.2.4 Thermaldiffusivity....................................................................................................................................251 G.2.5 Poisson'sratio.............................................................................................................................................251 G.3 Physicalpropertiesofsteels..................................................................................................................251

AnnexH(normative)Flexibilitycharacteristics,flexibilityandstressintensificationfactorsandsectionmoduliofpipingcomponentsandgeometricaldiscontinuities........................257

AnnexI(informative)Productiontestingofspringsupportsandshockarrestors(shockabsorbers)....................................................................................................................................................267

I.1 Constantloadsupports............................................................................................................................267 I.2 Variablespringsupports.........................................................................................................................267 I.3 Shockarrestors...........................................................................................................................................267

AnnexJ(normative)Typetestingofsupportcomponents........................................................................272

AnnexK(informative)Attachmentofsupportstostructures..................................................................274 K.1 Attachmentofsupportstoconcretestructures..............................................................................274 K.2 Attachmenttometallicstructures.......................................................................................................275 K.2.1 Standardbolts.............................................................................................................................................275 K.2.2 Frictiongripbolts......................................................................................................................................275 K.2.3 Welding..........................................................................................................................................................275

AnnexL(informative)Bucklingoflineartypesupports............................................................................276 L.1 General...........................................................................................................................................................276 L.2 Symbols..........................................................................................................................................................276 L.3 Basic formulae...........................................................................................................................................277 L.4 Allowablecompressivestress...............................................................................................................277 L.5 Bucklinglength...........................................................................................................................................278

AnnexM(informative)Designguidanceforstructuralcomponents.....................................................280 M.1 Lineartypecomponentssubjectedtobending...............................................................................280 M.1.1 General...........................................................................................................................................................280 M.1.2 Supplementaryverificationsforlineartypesupports.................................................................280 M.2 Stabilityofplatetypesupports.............................................................................................................282 M.3 Anchorageplatesorequivalentanchoragecomponents............................................................282 M.3.1 General...........................................................................................................................................................282 M.3.2 Designofsimpleanchorageplates......................................................................................................282 M.3.3 Fixingplateswithstiffeninggussets...................................................................................................283 M.3.4 Loadcalculationsforanchoragesfixedinconcrete......................................................................283

AnnexN(normative)Documentationofsupports........................................................................................284

AnnexO(normative)Alternativemethodforcheckingbranchconnections.....................................286 O.1 Scope...............................................................................................................................................................286 O.2 Symbols..........................................................................................................................................................286 O.3 Designandcheckingofthebranchconnection...............................................................................288 O.3.1 Limitvaluefortheloadduetopressureonlyforstraightpipeswithoutopening............288 O.3.2 Determinationoftheminimumthicknessesunderloadingduetopressureonly............289 O.3.3 Checkingofthethicknessesselectedforthecombinationofpressureloadingand

loadingsduetoexternalloads..............................................................................................................289

AnnexP(informative)Recommendedgasketsforindustrialpiping.....................................................340

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AnnexQ(informative)Simplifiedpipestressanalysis...............................................................................342 Q.1 General..........................................................................................................................................................342 Q.2 Simplifiedprocedure................................................................................................................................342 Q.2.1 General..........................................................................................................................................................342 Q.2.2 Specificationofallowablespacingofsupports...............................................................................342 Q.2.3 Checkofelasticity......................................................................................................................................342 Q.3 ExplanatorynotesforTableQ.1...........................................................................................................344 Q.4 Symbols.........................................................................................................................................................346 Q.5 IndicesfL........................................................................................................................................................346 Q.6 ExplanatorynotestoQ.2.2.....................................................................................................................347 Q.6.1 Specificationofallowablespacingofsupports...............................................................................347 Q.7 Conversionoftheallowablelengths...................................................................................................348 Q.7.1 Othersupportconditions.......................................................................................................................348 Q.7.2 Otherparameters......................................................................................................................................348 Q.8 Additionalsingleloads............................................................................................................................349 Q.8.1 General..........................................................................................................................................................349 Q.9 ExplanatorynoteonFigureQ.2............................................................................................................352 Q.9.1 General..........................................................................................................................................................352 Q.9.2 RequiredpipeleglengthL1,forf1fromthenomogram...............................................................354 Q.9.3 RequiredpipeleglengthL2,forf2fromthenomogram..............................................................354

AnnexY(informative)HistoryofEN13480‐3................................................................................................359 Y.1 DifferencesbetweenEN13480‐3:2012andEN13480‐3:2017.................................................359

AnnexZA(informative)RelationshipbetweenthisEuropeanStandardandtheEssentialRequirementsofEUDirective2014/68/EUaimedtobecovered...........................................361

Bibliography..............................................................................................................................................................362

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Europeanforeword

Thisdocument(EN13480‐3:2017)hasbeenpreparedbyTechnicalCommitteeCEN/TC267“Industrialpipingandpipelines”,thesecretariatofwhichisheldbyAFNOR.

This European Standard shall be given the status of a national standard, either by publication of anidentical text orby endorsement, at the latest byDecember2017, and conflictingnational standardsshallbewithdrawnatthelatestbyDecember2017.

Attentionisdrawntothepossibilitythatsomeoftheelementsofthisdocumentmaybethesubjectofpatentrights.CEN[and/orCENELEC]shallnotbeheldresponsibleforidentifyinganyorallsuchpatentrights.

ThisdocumenthasbeenpreparedunderamandategiventoCENbytheEuropeanCommissionandtheEuropeanFreeTradeAssociation,andsupportsessentialrequirementsofEUDirective(s).

For relationship with EUDirective(s), see informative Annex ZA, which is an integral part of thisdocument.

ThisEuropeanStandardEN13480 formetallic industrialpipingconsistsofeight interdependentandnotdissociablePartswhichare:

Part1:General;

Part2:Materials;

Part3:Designandcalculation;

Part4:Fabricationandinstallation;

Part5:Inspectionandtesting;

Part6:Additionalrequirementsforburiedpiping;

CEN/TR13480‐7,Guidanceontheuseofconformityassessmentprocedures;

Part8:Additionalrequirementsforaluminiumandaluminiumalloypiping.

Although these Parts may be obtained separately, it should be recognised that the Parts are inter‐dependant. As such the manufacture of metallic industrial piping requires the application of all therelevantPartsinorderfortherequirementsoftheStandardtobesatisfactorilyfulfilled.

This European Standard will be maintained by a Maintenance MHD working group whose scope ofworkingislimitedtocorrectionsandinterpretationsrelatedtoEN13480.

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The contact to submit queries can be found at http://www.unm.fr (en13480@unm.fr). A form forsubmittingquestionscanbedownloadedfromthelinktotheMHDwebsite.Aftersubjectexpertshaveagreedananswer, theanswerwillbecommunicatedto thequestioner.CorrectedpageswillbegivenspecificissuenumberandissuedbyCENaccordingtoCENRules.InterpretationsheetswillbepostedonthewebsiteoftheMHD.

This document supersedes EN13480‐3:2012. This new edition incorporates the AmendmentswhichhavebeenapprovedpreviouslybyCENmembers,and thecorrectedpagesup to Issue5withoutanyfurther technical change. Annex Y provides details of significant technical changes between thisEuropeanStandardandthepreviousedition.

Amendments to this new edition may be issued from time to time and then used immediately asalternativestorulescontainedherein.

According to the CEN‐CENELEC Internal Regulations, the national standards organizations of thefollowing countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,Croatia, Cyprus, CzechRepublic,Denmark,Estonia, Finland, FormerYugoslavRepublic ofMacedonia,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,Netherlands,Norway,Poland,Portugal,Romania,Serbia,Slovakia,Slovenia,Spain,Sweden,Switzerland,TurkeyandtheUnitedKingdom.

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1 Scope

This Part of this European Standard specifies the design and calculation of industrialmetallic pipingsystems,includingsupports,coveredbyEN13480.

2 Normativereferences

The following documents, inwhole or in part, are normatively referenced in this document and areindispensable for its application. For dated references, only the edition cited applies. For undatedreferences,thelatesteditionofthereferenceddocument(includinganyamendments)applies.

EN1515‐2:2001, Flanges and their joints— Bolting— Part 2: Combination of flange and boltingmaterialsforsteelflangesPNdesignated

EN1515‐3:2005,Flangesand their joints—Bolting—Part3:Classificationofboltmaterials for steelflanges,Classdesignated

EN1515‐4:2010,Flangesandtheirjoints—Bolting—Part4:SelectionofboltingforequipmentsubjecttothePressureEquipmentDirective97/23/EC

EN 1591‐1:2013, Flanges and their joints— Design rules for gasketed circular flange connections—Part1:Calculationmethod

EN1591‐2:2008, Flanges and their joints— Design rules for gasketed circular flange connections—Part2:Gasketparameters

EN1993(allparts),Eurocode3:Designofsteelstructures

EN10204:2004,Metallicproducts—Typesofinspectiondocuments

EN10216‐2:2013,Seamlesssteeltubesforpressurepurposes—Technicaldeliveryconditions—Part2:Non‐alloyandalloysteeltubeswithspecifiedelevatedtemperatureproperties

EN13445‐3:2014,Unfiredpressurevessels—Part3:Design

EN13480‐1:2017,Metallicindustrialpiping—Part1:General

EN13480‐2:2017,Metallicindustrialpiping—Part2:Materials

EN13480‐4:2017,Metallicindustrialpiping—Part4:Fabricationandinstallation

EN13480‐5:2017,Metallicindustrialpiping—Part5:Inspectionandtesting

ENISO5817:2007,Welding— Fusion‐welded joints in steel, nickel, titanium and their alloys (beamweldingexcluded)—Qualitylevelsforimperfections(ISO5817:2003,correctedversion:2005,includingTechnicalCorrigendum1:2006)

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EN 13480-3:2017 NBN EN 13480-3:2017

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Datum: AHD Cadfile: UPR-307 ASC A SHOREVIEW€¦ · NBN NBN NBN NBN NBN NBN NBN NBN NBN NBNGAS GAS GAS GAS GAS GAS GAS GAS GAS E E E E E E E E E E E E SW SW SW SW SW W W W W W S S

DRAFT NBN/DTD National Annex to NBN EN 15804+A1 · 2017-02-20 · BE-PCR DRAFT 4.1 . 4 16/02/2017 . 76 . Preface . 77 . The current technical document of the NBN is a national annex

Kötelezően alkalmazandó szabványok - FGSZ...MSZ EN 13480-5 2017 Fémből készült ipari csővezetékek. 5. rész: Ellenőrzés és vizsgálatok gépészet A 100. MSZ EN 13480-6

EN 12101-2:2017 NBN EN 12101-2:2017

Norme belge ISO/IEC 17025:2017 EN ISO ... - qc.spw.wallonie.beqc.spw.wallonie.be/fr/normes/doc/NBN EN ISO-IEC 17025-2017.pdf · NBN EN ISO/IEC 17025:2017 pas reproduire ni publier

2012 2013 - NBN Co€¦ · 4 NBN Co 2013 Annual Report NBN Co Limited (the company or NBN Co) was established on 9 April 2009 to design, build and operate the NBN. NBN Co is a Government

nbn Enterprise Ethernet Build Contract · 2020-06-21 · NBN Classification - Commercial . nbn™ Enterprise Ethernet Build Contract . NBN Co Limited ABN 86 136 533 741 . nbn [insert

EN 13480-3 - ines-varna. · PDF fileEUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN 13480-3 June 2012 ICS 23.040.01 Supersedes EN 13480-3:2002 English Version Metallic industrial

Corporate Plan2016 nbn co limited Corporate Plan 2017 7 About nbn nbn was established in 2009 to design, build and operate Australia’s new high-speed broadband network. Underpinned

Pot_norm EN 13480-3

NBN SINHGAD TECHNICAL INSTITUTES CAMPUS …sinhgad.edu/Admission/NBN/NBN_Mandatory_2013.pdfSinhgad Technical Education Society’s NBN SINHGAD TECHNICAL INSTITUTES CAMPUS NBN SINHGAD

Pren 13480-6.pdf

ACTIV8ME NBN SATELLITE BROADBAND APPLICATION · 2017. 10. 9. · NBN Satellite Broadband speeds will depend on a number of factors ... NBN have placed a restriction of 75GB of data

Скачать СТБ ЕН 13480-5-2005 Трубопроводы промышленные ... · ЕН 13480-1:2002 Трубопроводы промышленные металлические

181-TEST...NBN EN ISO 6259-1/2/3, NBN EN 1401 NBN EN ISO 15877 ASTM D 638 NBN EN 1519 ASTM D4894 10.7 NBN EN 1555 ASTM D4895 NBN EN 12201 DVGW GW335-A2 NBN EN 12666 DIN CERTCO ZP 14.3.1

EN 13480-1-2002

Presentatie NBN D51-006(3)NL.ppt [Compatibiliteitsmodus] NBN... · 2017-10-11 · Presentatie NBN D51-006:2017 3de UITGAVE Wingepark 9 | B-3110 Rotselaar | T: +32 16 44 64 74 | F

The NBN Data Model · The NBN Data Model C.J.T. Copp NBN Data model documentation Part1_2003 7 29/07/2017 13:04:00 NBN Logical Model by developing a number of data syntax and format

Metalliske industrielle rørledninger – Del 2: Materialer · 2019. 9. 24. · EN 13480-2 June 2017 ICS 23.040.01 Supersedes EN 13480-2:2012 English Version Metallic industrial piping

SR EN 13480-2 2003