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ASME BPVC 2010 - Section III, Division 1: Appendices PDF

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2010 ASME Boiler and Pressure Vessel Code AN INT ERNAT IONAL CODE III Division 1 — Appendices Rules for Construction of Nuclear Facility Components --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT INTENTIONALLY LEFT BLANK --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT AN INTERNATIONAL CODE 2010 ASME Boiler & P2010rEeditsionsure Vessel CJuloy 1d, 20e10 --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- III Division 1 — Appendices RULES FOR CONSTRUCTION OF NUCLEAR FACILITY COMPONENTS ASME Boiler and Pressure Vessel Committee on Nuclear Power Three Park Avenue (cid:129) New York, NY (cid:129) 10016 USA Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT DateofIssuance:July1,2010 (IncludesallAddendadatedJuly2009andearlier) ThisinternationalcodeorstandardwasdevelopedunderproceduresaccreditedasmeetingthecriteriaforAmericanNational StandardsanditisanAmericanNationalStandard.TheStandardsCommitteethatapprovedthecodeorstandardwasbalanced toassurethatindividualsfromcompetentandconcernedinterestshavehadanopportunitytoparticipate.Theproposedcode orstandardwasmadeavailableforpublicreviewandcommentthatprovidesanopportunityforadditionalpublicinputfrom industry,academia,regulatoryagencies,andthepublic-at-large. ASMEdoesnot“approve,”“rate,”or“endorse”anyitem,construction,proprietarydevice,oractivity. ASMEdoesnottakeanypositionwithrespecttothevalidityofanypatentrightsassertedinconnectionwithanyitems mentionedinthisdocument,anddoesnotundertaketoinsureanyoneutilizingastandardagainstliabilityforinfringementof anyapplicableletterspatent,norassumeanysuchliability.Usersofacodeorstandardareexpresslyadvisedthatdetermination ofthevalidityofanysuchpatentrights,andtheriskofinfringementofsuchrights,isentirelytheirownresponsibility. Participationbyfederalagencyrepresentative(s)orperson(s)affiliatedwithindustryisnottobeinterpretedasgovernment orindustryendorsementofthiscodeorstandard. ASMEacceptsresponsibilityforonlythoseinterpretationsofthisdocumentissuedinaccordancewiththeestablishedASME proceduresandpolicies,whichprecludestheissuanceofinterpretationsbyindividuals. ThefootnotesinthisdocumentarepartofthisAmericanNationalStandard. ASMEcollectivemembershipmark TheaboveASMEsymbolsareregisteredintheU.S.PatentOffice. “ASME”isthetrademarkoftheAmericanSocietyofMechanicalEngineers. Nopartofthisdocumentmaybereproducedinanyform,inanelectronicretrievalsystemor otherwise,withoutthepriorwrittenpermissionofthepublisher. LibraryofCongressCatalogCardNumber:56-3934 PrintedintheUnitedStatesofAmerica AdoptedbytheCounciloftheAmericanSocietyofMechanicalEngineers,1914. Revised1940,1941,1943,1946,1949,1952,1953,1956,1959,1962,1965,1968,1971,1974,1977,1980,1983,1986, 1989,1992,1995,1998,2001,2004,2007,2010 TheAmericanSocietyofMechanicalEngineers ThreeParkAvenue,NewYork,NY10016-5990 Copyright©2010by THEAMERICANSOCIETYOFMECHANICALENGINEERS AllRightsReserved --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT CONTENTS List of Sections ......................................................................... xviii Foreword ............................................................................... xx PMSOSLetuirasArgmttsaeNomonmnfDianzeCrAaenytlhtTisaooOn.ofn.gfRCo.ePYh.fso.aSil.nAnie.gccP.Byet.PisCo.E...nO...NI...rID...dI...Ie....Cr....E..........S....................................................................................................................................................................................................................................................................................................... xxxxxxxxxxxxvxiiiiixviii --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Appendix I Design Fatigue Curves................................................. 1 Figures I-9.1 Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 700°F........................... 4 I-9.2 Design Fatigue Curves for Austenitic Steels, Nickel-Chromium-Iron Alloy, Nickel-Iron-Chromium Alloy, and Nickel-Copper Alloy for Temperatures Not Exceeding 800°F.................................... 7 I-9.3 Design Fatigue Curves for Wrought 70 Copper-30 Nickel Alloy for Temperatures Not Exceeding 800°F.................................... 10 I-9.4 Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 700°F..................................................... 12 I-9.5 Design Fatigue Curves for Nickel-Chromium-Molybdenum-Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 800°F..................................................... 14 I-9.6 Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 600°F..................................................... 17 I-9.7 Design Fatigue Curves for Nickel-Chromium Alloy 718 (SB-637 UNS N07718) for Design of 2 in. (50 mm) and Smaller Diameter Bolting for Temperatures Not Exceeding 800°F (427°C)......................... 20 Tables I-9.0 Tabulated Values of S , ksi, From Figs. I-9.0.............................. 2 a I-9.1 Tabulated Values of S ksi (MPa), From Figs. I-9.1 and I-9.1M ............ 6 a, I-9.2 Tabulated Values of S ksi (MPa), From Figs. I-9.2 and I-9.2M ............ 9 a, I-9.5 Tabulated Values of S , ksi (MPa), From Figs. I-9.5 and I-9.5M ............ 16 a I-9.6 Tabulated Values of S , ksi (MPa), for Grade 9 Titanium From Figs. I-9.6 a and I-9.6M .......................................................... 19 I-9.7 Tabulated Values of S , ksi (MPa), From Fig. I-9.7........................ 21 a Appendix II Experimental Stress Analysis........................................... 22 II-1000 Experimental Stress Analysis............................................ 22 II-1100 Introduction............................................................ 22 II-1200 Permissible Types of Noncyclic Tests and Calculation of Stresses........... 22 II-1300 Test Procedures ........................................................ 23 II-1400 Interpretation of Results................................................. 24 iii Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT II-1500 Cyclic Tests ........................................................... 24 II-1600 Determination of Fatigue Strength Reduction Factors ...................... 29 II-1700 Experimental Stress Analysis of Openings ................................ 29 II-1800 Experimental Determination of Stress Indices for Piping.................... 30 II-1900 Experimental Determination of Flexibility Factors ......................... 30 II-2000 Experimental Determination of Stress Intensification Factors................ 31 II-2100 Introduction............................................................ 31 II-2200 Definitions............................................................. 31 II-2300 Test Procedure......................................................... 31 II-2400 Stress Intensification Factor.............................................. 31 II-2500 Variations in Materials and Geometry .................................... 33 II-2600 Test Report............................................................ 33 Figures II-1430-1 Construction for II-1430 ................................................ 25 II-1520(c)-1 Construction of the Testing Parameters Ratio Diagram..................... 27 II-1520(c)-2 Construction of the Testing Parameters Ratio Diagram for Accelerated Tests................................................................ 28 II-2310-1 Schematic of Test Assembly............................................. 32 II-2330-1 Displacement D and Force F Recorded During Loading and Unloading of Test Specimen, With Linear Displacement ........................... 32 Table II-2440-1 Stress Intensification Increase Factor ..................................... 33 Appendix III Basis for Establishing Design Stress Intensity Values and Allowable Stress Values........................................................ 35 III-1000 Introduction............................................................ 35 III-1100 Derivation of Values and Their Tabular Organization ...................... 35 III-2000 Design Stress Intensity Values for Class 1 Components .................... 37 III-2100 Mechanical Property Criteria ............................................ 37 III-2200 Fatigue Strength Criteria for All Materials ................................ 37 Appendix IV Approval of New Materials Under the ASME Boiler and Pressure Vessel Code................................................................ 38 Appendix V Certificate Holder’s Data Report Forms, Instructions, and Application Forms for Certificates of Authorization for Use of Code Symbol Stamps ............................................................. 38 Forms Form N-1 Certificate Holder’s Data Report for Nuclear Vessels....................... 39 Form N-1A Certificate Holder’s Data Report for Nuclear Vessels (Alternate Form for Single Chamber Completely Shop-Fabricated Vessels Only).............. 41 Form N-2 Certificate Holder’s Data Report for Identical Nuclear Parts and FFFFFooooorrrrrmmmmm NNNNN---PP356PV--11 OCCCCeeeewANSrrrrnttttupiuiiiefifififibpcraccccl’ueaaasasrasttttteeeeDeremnaPHHHHatboaoooonlwllllciRddddeeeeeeesserrrrrp’’’’..Possss..lr..aDDDDt..nfaaaa..totttt..Caaaar....oNRRRR..meeeeu..pppppc..oooolo..errrr..natttt..er..ffffnoooo..Ptrrrrs..o,..wISFN..Sntaeu..soubr..tcrpar..laPiple..gclolaa..aearrt..tntieT..sPotd,..anuC..naNm..oonk..uprmds..csS...plAeoh...oap...ronrp...peV...uPnA...aritt...lpsesv....isnen....easg....mn.....c.....be.....lsy...........o......f................................................ 454445208462 --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Form NV-1 Certificate Holder’s Data Report for Pressure or Vacuum Relief Valves...... 54 Form NCS-1 Certificate Holder’s Data Report for Core Support Structures ............... 56 iv Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT Form NF-1 Certificate Holder’s Data Report for Supports ............................. 57 Form NM-1 Certificate Holder’s Data Report for Tubular Products and Fittings Welded With Filler Metal............................................. 59 Form NS-1 Certificate Holder’s Certificate of Conformance for Welded Supports........ 60 Form C-1 Certificate Holder’s Data Report for Concrete Reactor Vessels and Containments........................................................ 62 Table V-1000 Guide for Preparation of Data Report Forms .............................. 64 Appendix VI Rounded Indications................................................... 70 VI-1000 Rounded Indications.................................................... 70 VI-1100 Acceptance Standards for Radiographically Determined Rounded Indications in Welds ............................................................ 70 Figures VI-1134-1 Aligned Rounded Indications............................................ 72 VI-1134-2 Groups of Aligned Rounded Indications .................................. 72 VI-1136-1 Charts for t Equal to 1/ –1/ in. (3–6 mm), Inclusive ....................... 73 8 4 VI-1136-2 Charts for t Over 1/ –3/ in. (6–10 mm), Inclusive.......................... 73 4 8 VI-1136-3 Charts for t Over 3/ –3/ in. (10–19 mm), Inclusive ........................ 74 8 4 VI-1136-4 Charts for t Over 3/ –2 in. (19–50 mm), Inclusive ......................... 75 4 VI-1136-5 Charts for t Over 2–4 in. (50–100 mm), Inclusive ......................... 76 VI-1136-6 Charts for t Over 4 in. (100 mm) ........................................ 77 Table VI-1132-1 Maximum Size of Nonrelevant Indications and Acceptable Rounded Indications — Examples Only......................................... 71 Appendix XI Rules for Bolted Flange Connections for Class 2 and 3 Components and Class MC Vessels............................................... 78 XI-1000 Introduction............................................................ 78 XI-1100 General Requirements................................................... 78 XI-2000 Materials for Bolted Flange Connections.................................. 80 XI-2100 Material Requirements.................................................. 80 XI-3000 Design Requirements ................................................... 81 XI-3100 General Requirements................................................... 81 XI-3200 Class RF Flange Design................................................. 88 Figures XI-3120-1 Types of Flanges....................................................... 82 XI-3240-1 Values of T, U, Y, and Z (Terms Involving K)............................. 93 XI-3240-2 Values of F (Integral Flange Factors)..................................... 94 XI-3240-3 Values of V (Integral Flange Factors)..................................... 94 XI-3240-4 Values of F (Loose Hub Flange Factors)................................. 95 L XI-3240-5 Values of V (Loose Hub Flange Factors)................................. 95 L XI-3240-6 Values of f (Hub Stress Correction Factor)................................ 96 Tables XI-3221.1-1 Gasket Materials and Contact Facings.................................... 85 XI-3221.1-2 Effective Gasket Width ................................................. 87 XI-3230-1 Moment Arms for Flange Loads ......................................... 88 XI-3240-1 Flange Factors in Formula Form......................................... 90 v --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT Appendix XII Design Considerations for Bolted Flange Connections................... 97 XII-1000 Design Considerations for Bolted Flange Connections...................... 97 XII-1100 Considerations ......................................................... 97 Appendix XIII Design Based on Stress Analysis (for Vessels Designed in Accordance With Division 1, NC-3200 and Division 3, WC-3200).................. 100 XIII-1000 Design Based on Stress Analysis......................................... 100 XIII-1100 General Requirements................................................... 100 XIII-2000 Pressure Stresses in Openings for Fatigue Evaluation ...................... 110 XIII-2100 Methods of Evaluation.................................................. 110 Figures XIII-1141-1 Stress Categories and Limits of Stress Intensity............................ 107 XIII-2122-1 Direction of Stress Components.......................................... 110 XIII-2124(e)-1 Nozzle Nomenclature and Dimensions.................................... 112 Tables XIII-1130-1 Classification of Stress Intensity in Vessels for Some Typical Cases......... 104 XIII-1153(a)-1 Values of m, n, and T for Various Classes of Permitted Materials ........ 108 max XIII-2123-1 Nozzles in Spherical Shells and Formed Heads............................ 111 XIII-2123-2 Nozzles in Cylindrical Shells............................................ 111 Appendix XIV Design Based on Fatigue Analysis (for Vessels Designed in Accordance With Division 1, NC-3200 and Division 3, WC-3200)...... 114 XIV-1000 Design Based on Fatigue Analysis ....................................... 114 XIV-1100 Introduction............................................................ 114 XIV-1200 Analysis for Cyclic Service of Vessels.................................... 114 XIV-1300 Analysis for Cyclic Service of Bolts...................................... 116 XIV-1400 Analysis for Thermal Stress Ratchet...................................... 117 Appendix XVIII Capacity Conversions for Pressure Relief Valves........................ 118 XVIII-1000 Capacity Conversions for Pressure Relief Valves .......................... 118 XVIII-1100 Procedure for Conversion ............................................... 118 Figures XVIII-1110-1 Constant C for Gas or Vapor Related to Ratio of Specific Heats (k p c /c )................................................................ 122 p v XVIII-1140-1 Flow Capacity Curve for Rating Nozzle Type Safety Valves on Saturated Water (Based on 10% Overpressure)................................... 124 Tables XVIII-1110-1 Superheat Correction Factor K .......................................... 119 sh XVIII-1110(a)-1 Molecular Weights of Gases and Vapors.................................. 123 Appendix XIX Integral Flat Head With a Large Opening.............................. 126 XIX-1000 Integral Flat Head With a Large Opening................................. 126 XIX-1100 General Requirements................................................... 126 XIX-1200 Design Procedure....................................................... 126 Figures XIX-1110-1 Applicable Configurations of Flat Heads.................................. 127 XIX-1110-2 Integral Flat Head With Large Central Opening ........................... 127 vi --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT Appendix XX Submittal of Technical Inquiries to the Boiler and Pressure Vessel Committee.......................................................... 129 XX-1000 Submittal of Technical Inquiries to the Boiler and Pressure Vessel Committee........................................................... 129 XX-1100 Introduction............................................................ 129 XX-1200 Inquiry Format......................................................... 129 XX-1300 Code Revisions or Additions ............................................ 130 XX-1400 Code Cases............................................................ 130 XX-1500 Code Interpretations .................................................... 130 XX-1600 Submittals............................................................. 130 AXApXpXppI-eeX1nn0Idd-01ii0xx10XX0XXIII AIARnddutPrhhloereedsessusiifvscvoueteriroAAeRntt..etta..ianc..chf..hom..mr..ec..ene..nmt..t..oe..ofn..fNt..N..oa..mfa..mCe..p..eo..lpna..lte..ae-..stt..eos...-....C....y....l....i....n....d....e....r........J....u....n....c....t....i....o....n........U....n........d....e....r......E......x....t....e....r....n....a....l............ 111133331211 --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- XXII-1000 Rules for Reinforcement of Cone-to-Cylinder Junction Under External Pressure............................................................. 132 XXII-1100 Introduction............................................................ 132 XXII-1200 Nomenclature.......................................................... 132 XXII-1300 Design Pressure........................................................ 133 Table XXII-1200-1 Values of (cid:2) for Junctions at the Large Cylinder for (cid:3)≤ 60 deg. ............ 133 Appendix XXIII Qualifications and Duties of Specialized Professional Engineers.......... 136 XXIII-1000 Qualifications and Duties of Specialized Professional Engineers............. 136 XXIII-1100 Scope ................................................................. 136 XXIII-1200 Qualifications .......................................................... 136 XXIII-1300 Duties................................................................. 137 Nonmandatory Guides Guide A Sample Statements...................................................... 140 Form A-1 Design Specification (Div. 1 and 2)............................. 140 Form A-2 Design Report................................................ 141 Form A-3 Overpressure Protection Report (Div. 1 and 2)................... 142 Form A-4 Design Specification (Div. 3) .................................. 143 Form A-5 Fabrication Specification (Div. 3)............................... 144 Guide B Guidelines for Establishing ASME Code Knowledge....................... 145 Guide C Guidelines for Demonstrating PE Qualifications ........................... 148 Tables B1 Design Specification — Divisions 1 and 2 ................................ 146 B2 Design Report — Division 1 ............................................ 146 B3 Overpressure Protection Report — Divisions 1 and 2 ...................... 146 B4 Load Capacity Data Sheet — Division 1.................................. 146 B5 Construction Specification, Design Drawings, and Design Report — Division 2 ................................................................... 147 B6 Design Specification — Division 3....................................... 147 B7 Design Report — Division 3 ............................................ 147 B8 Fabrication Specification — Division 3................................... 147 vii Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT Appendix XXIV Standard Units for Use in Equations ................................... 149 Table XXIV-1000 Standard Units for Use in Equations...................................... 149 NONMANDATORY APPENDICES Appendix A Stress Analysis Methods ............................................... 150 A-1000 Stress Analysis Methods ................................................ 150 A-1100 Introduction............................................................ 150 A-2000 Analysis of Cylindrical Shells ........................................... 151 A-2100 Introduction............................................................ 151 A-2200 Stress Intensities, Displacements, Bending Moments, and Limiting Values .............................................................. 152 A-3000 Analysis of Spherical Shells............................................. 155 A-3100 Introduction............................................................ 155 A-3200 Stress Intensities, Bending Analysis, Displacements, and Edge Loads........ 156 A-4000 Design Criteria and Equations for Torispherical and Ellipsoidal Heads....... 159 A-4100 Introduction............................................................ 159 A-5000 Analysis of Flat Circular Heads.......................................... 161 A-5100 Introduction............................................................ 161 A-5200 Loads, Displacements, and Geometry Constants ........................... 161 A-6000 Discontinuity Stresses................................................... 165 A-6100 Introduction............................................................ 165 A-6200 Method of and Procedure for Discontinuity Analysis....................... 165 A-7000 Thermal Stresses ....................................................... 171 A-7100 Introduction............................................................ 171 A-8000 Stresses in Perforated Flat Plates......................................... 172 A-8100 Introduction............................................................ 172 A-9000 Interaction Method ..................................................... 185 A-9100 Introduction............................................................ 185 A-9200 Interaction Equations ................................................... 186 A-9300 Allowable Loads and Stresses ........................................... 186 A-9400 New Interaction Equations............................................... 186 A-9500 Determination of Allowable Bending Strength of Beams by the Apparent Stress Method........................................................ 188 Figures A-2120-1 ...................................................................... 151 A-3120-1 ...................................................................... 156 A-5120-1 ...................................................................... 161 A-5212-1 ...................................................................... 162 A-5213-1 ...................................................................... 162 A-5221-1 ...................................................................... 162 A-5222-1 ...................................................................... 163 A-6230-1 ...................................................................... 166 A-6230-2 ...................................................................... 167 A-6230-3 ...................................................................... 167 A-6230-4 ...................................................................... 167 A-6230-5 ...................................................................... 168 A-8120-1 ...................................................................... 172 A-8131-1 ...................................................................... 174 --`,,`,``````,``,,,`,`,,,,``````-`-`,,`,,`,`,,`--- viii Copyright ASME International Provided by IHS under license with ASME Licensee=Tech Stds & Safety Auth./9991061001 No reproduction or networking permitted without license from IHS Not for Resale, 07/20/2010 08:50:17 MDT

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