ASME BPVC CC NC 2017

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ASME BPVC CODE CASES: Nuclear Components-2017

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ASME	2017	1229

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3	Code Cases
48	Table 1 Design Stress Intensity Values for Type 403 Modified Material Class 1 and CS Components Table 1M Design Stress Intensity Values for Type 403 Modified Material Class 1 and CS Components
52	Table 1 Materials Properties, Subsection NG Tensile Stress Intensity Values, Sm, ksi
54	Table 1M Materials Properties, Subsection NG Tensile Stress Intensity Values, Sm, MPa
56	Table 2 Materials Properties, Subsection NG Tensile Yield Strength, Sy, ksi
58	Table 3 Materials Properties, Subsection NG Tensile Strengths, Su, ksi
59	Table 3M Materials Properties, Subsection NG Tensile Strengths, Su, MPa
60	Table 4 SB-637 Types 1 and 2 Chemical Requirements Table 5 SB-637 Heat Treatment Table 6 SB-637 Grade 718 Type 2 MechanicalProperties
61	2.1 RESPONSIBILITIES AND DUTIES 3.1 GENERAL REQUIREMENTS FOR MATERIALS
63	3.2 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIALS 4.1 GENERAL DESIGN REQUIREMENTS 4.2 DESIGN CONDITIONS 4.3 DESIGN COMPUTATIONS
64	5.1 CERTIFICATION OF MATERIALS AND FABRICATION BY VALVE MANUFACTURER 5.2 MATERIALS IDENTIFICATION 5.3 EXAMINATION OF MATERIALS
65	5.4 REPAIR BY WELDING OF CLASS 1, 2, AND 3 VALVE ITEMS 5.5 INTERNAL PERMANENT ATTACHMENT WELDS 5.6 WELDING REQUIREMENTS
67	Figure 1 Gate Value
68	Figure 2 Globe Valve
70	Figure 3 Swing Check Valve
71	Figure 4 Globe Check Valve
72	Figure 5 Diaphragm Valve
73	Figure 6 Plug Valve
74	Figure 7 Globe Check Valve
75	Figure 8 Butterfly Valve
76	Figure 9 Control Valve
78	Figure 10 Ball Valve
79	Table 1.2-1 Summary of Requirements
80	Table 3.1.2-1 Allowable Stress Values, S, for Materials, for Internal and External Items for Class 1, 2 and 3 Valves [Note (4)]
85	Table 1 Design Stress Intensity Values, Sm, for Class 1 Supports
89	Table 2 Allowable Stress Values, S, for Classes 2, 3, and MC Supports
93	Table 3 Yield Strength Values, Sy, for Classes 1, 2, 3, and MC Supports
98	Table 4 Yield Strength Values, Sy, for Bolting Materials for Classes 1, 2, 3, and MC Supports
99	Table 5 Ultimate Tensile Stress Values, Su, for Classes 1, 2, 3, and MC Supports
112	Table 1 Materials for Pressure Relief Valve Internal Items for Class 1, 2 and 3 Safety, Safety Relief and Relief Valves
115	2.1 ESSENTIAL VARIABLES 2.2 TEST ASSEMBLY
116	2.3 EXAMINATION OF TEST ASSEMBLY 2.4 SEAT TO BODY WELD 4.1 GENERAL
124	Table 2900-1A Visual Examination Criteria and Repair Requirements for Inside Surface Area of RTRP Pipe and Filament Wound, Hard Fabricated, and Spray-Up Fittings 16 in. Nominal Size and Smaller
125	Table 2900-1B Visual Examination Criteria and Repair Requirements for Outside Surface Area of RTRP Pipe and Filament Wound, Hand Fabricated, and Spray-Up Fittings 16 in. Nominal Size and Smaller
126	Table 2900-2A Visual Examination Criteria and Repair Requirements for Inside-Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter
127	Table 2900-2B Visual Examination Criteria and Repair Requirements for Outside Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter
128	Table 2900-3A Visual Examination Criteria and Repair Requirements for Structural Wall of RTRP Pipe and Filament Wound, Hand Fabricated, and Spray-Up Fittings 16 in. Nominal Size and Smaller
129	Table 2900-3B Visual Examination Criteria and Repair Requirements for Structural Wall of RTRP Pipe and Fittings Greater Than 16 in. Diameter Table 2900-4 Visual Examination Criteria and Repair Requirements for RTRP Molded and Centrifugally Cast Fittings 16 in. Nominal Size and Smaller
131	Table -3133-1 Material Compressive Strength Table -3611-1 Allowable Tensile Design Stresses in Pipe Meeting the Requirements of D2992
133	Table -3643-1 Overlay Tensile Stress
134	Figure -3643.3(c)-1 Reinforcement of Branch Connections
135	Table -3643-2 Overlay Shear Strength
137	Table -3662-1 Adhesive Shear Strength
139	Figure -3662-1 Bell and Spigot Adhesive Bonded Joint Figure -3663-1 Bell and Spigot Adhesive Bonded Joint With Laminated Fiberglass Overlay
140	Figure -3664-1 Bell and Spigot Gasket Joint With Laminated Fiberglass Overlay Figure -3665-1 Butt and Strap Joint
143	Table -4611 Cutting Requirements
148	Table I-1 Hydrostatic Design Basis Categories
155	Table II-4.4-1 Minimum Mechanical Property Requirements Table II-4.4-2
156	Table II-4.4-3 Nominal Diameter Dimensions and Tolerances
159	Form RTRP-1 Constituent Material Test Report of Essential Variables
160	Form RTRP-2 Adhesive Material Test Report
161	Form RTRP-6 Record for Fabrication Control and Qualification of Pipe
165	Figure V-5-1 Integrally Molded Flange Figure V-5-2 Tapered Bell and Spigot Adhesive Joint Flange Figure V-5-3 Tapered Bell and Straight Spigot Adhesive Joint Flange Figure V-5-4 Straight Bell and Spigot Adhesive Joint Flange
167	Figure V-7.5-1 Test Assembly Configuration Figure V-7.5-2 Bolt Torquing Sequence
171	3.1 WELDED JOINT PERFORMANCE TEST
172	Figure 1 Welded Radial Shear Bar Assembly
173	3.2 REINFORCING BAR PERFORMANCE TEST Figure 2 Reinforcing Bar Performance Test Specimen
177	Table 1 Design Stress Intensity Values, Sm, for Class 1 Supports
179	Table 2 Allowable Stress Values, S, for Classes 2, 3, and MC Supports
181	Table 3 Yield Strength Values, Sy, for Classes 1, 2, 3, and MC Supports
187	Table 4 Yield Strength Values, Sy, for Bolting Materials for Classes 1, 2, 3, and MC Supports
189	Table 5 Ultimate Tensile Stress Values, Su, for Classes 1, 2, 3, and MC Supports
202	Figure 1 Limitation of the Interaction Zone
209	Figure -1511-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of αɸL From Figure -1511-1 and Figure -1511-2)
210	Figure -1511-2 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of αɸL From Figure -1511-1 and -1511-2)
211	Figure -1512-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Spherical Shells
212	Figure -1610-1 Plastic Reduction Factors for Buckling Analysis by Formula
213	Figure -1620-1 Plasticity Reduction Factors for Bifurcation Buckling Analysis
215	Figure -1712.1.1-1 Theoretical Local Buckling Stress Coefficients for Stiffened and Unstiffened Cylindrical Shells
217	Figure -1712.1.2-1 Theoretical Local Buckling Stress Coefficients for Stringer Stiffened Cylinder Subjected to In-Plane Shear
220	Figure -1713.1-1 Interaction Curves for Elastic Buckling of Cylinders Under Combined Loads
222	Figure -1713.1.3-1 Radii R1 and R2 for Toroidal and Ellipsoidal Head
223	Figure -1713.2-1 Interaction Curves for Inelastic Buckling of Cylinders Under Combined Loads
226	Table -1800-1Flowchart
232	Table -2830-1 Permissible Bellows Material Specifications (Piping, Tubing)
233	Table -2841-1 Permissible Material for Welded Bellows Tubes (Plate, Sheet, Strip)
237	Table -3742-1 Classification of Stress Intensity in Bellows Figure -3742.1-1 Definition of A̅ , and Ac
242	Figure -3742.6(h)-1 Zero Strain Modulus Figure -3742.6(h)-2 Determination of Z
243	Figure -3742.6(h)-3 Dimensionless Midplane Stress Value
244	Table -3752.3(a) Time-independent Buckling Safety Margins [Note (1)] Table -3752.3(b )Time Dependent Buckling Factors
250	Figure -4224.1-1 Bellows Profile Tolerances and Nomenclature
251	Table -4224.1 Bellows Tolerances
252	Figure -4224.1-2 Requirement for Proving Sufficient Flexibility to Allow Axial Fixturing Figure -4224.1-3 Requirement for Proving Sufficient Flexibility to Allow Offset Fixturing
253	Figure -4224.1-4 Ball Analogy for Curvature Tolerance Figure -4245 Types of Permissible Primary Pressure Boundary Bellows End Attachment Welds
262	Figure 1 Definition of Forces, Moments, Displacements,and Rotations
270	Figure 1 Weld Connections for Appurtenances 2 in. Pipe Size and Smaller That are Attached to Nozzles
273	Figure 1 Automatic or Machine (GTAW) Temper Bead Technique
277	Table 1 Maximum Allowable Stress Values
279	Table 1 Maximum Allowable Stress Values
281	Table 1 Maximum Allowable Stress Values
285	Table 1 Maximum Values of Design Stress Intensity, Allowable Stress, Yield Strength, and Ultimate Strength, ksi
295	Figure A-2200-1 Flaw Characterization—Circumferential Flaws
296	Figure A-2200-2 Flaw Characterization — Axial Flaws
297	Figure A-2400-1 Flaw Characterization — Skewed Axial Flaws Projected into Axial Plane
298	Figure A-2400-2 Flaw Characterization — Skewed Circumferential Flaw Projected into Circumferential Plane
299	Figure A-2400-3 Flaw Characterization — Compound Skewed Flaw Projected into Circumferential and Axial Plane
300	Figure A-4200-1 Failure Assessment Diagram for Part-Through-Wall Circumferential and Axial Flaws Figure A-4211-1 Circumferential Flaw Figure A-4212-1 Axial Flaw
302	Table A-4400-1 Specified Structural Factors forCircumferential Flaws Table A-4400-2 Specified Structural Factors for Axial Flaws
304	Figure B-4000-1 Failure Assessment Diagram for Part-Through-Wall Circumferential and Axial Flaws
318	Table 1 Design Stress Intensity Values Sm, ksi Table 2 Yield Strengths, Sy, and Ultimate Tensile Strength, Su, ksi
319	Table 3 Fatigue Design Curve Values for Borated Stainless Steel, Grade A, Types 304B, 304B1, 304B2, 304B3, 304B4, 304B5, and 304B6
320	Figure 1 Fatigue Design Curve for Grade A, Types 304B, 304B1, 304B2, 304B3, 304B4, 304B5, and 304B6
329	Figure 1 Through-Wall Flaw Geometry
330	Figure 2 Separation Requirements for Adjacent Thinned Areas
331	Figure 3 Illustration of Nonplanar Flaw Due to Wall Thinning
332	Figure 4 Allowable Wall Thickness and Length of Locally Thinned Area
333	Figure 5 Illustration of Through-Wall Nonplanar Flaw Due to Wall Thinning
334	Figure 6 Illustration of Adjusted Wall Thickness and Equivalent Hole Diameter Figure 7 Circumferential Angle Defined
335	Figure 8 Zones of a Reducer or Expander
336	Figure 9 Flaw Growth Rate for IGSCC in Austenitic Piping
337	Figure 10 Flaw Growth Rate for TGSCC in Austenitic Piping
340	Table 2.1-1 Depth Limitations for Underwater Welding Qualification
341	Table 2.1-2 Procedure and Performance Qualification — Type and Position
349	Table 1 Design Stress Intensity and Yield Strength Values
351	Figure 1 Successive Examination (Surface Proximity Rule)
359	Figure 7-1 Meridional Straightness Tolerance
360	Figure A-1 Factor of Safety Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 25 ksi at Temperatures ≤300°F
361	Figure A-2 Factor of Safety Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 30 ksi at Temperatures ≤300°F Figure A-3 Factor of Safety Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 35 ksi at Temperatures ≤300°F
362	Figure A-4 Factor of Safety Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 40 ksi at Temperatures ≤300°F Figure A-5 Factor of Safety Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 45 ksi at Temperatures ≤300°F
363	Figure A-6 Factor of Safety Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 50 ksi at Temperatures ≤300°F Table A-1.1 Tabular Values for Figure A-1
364	Table A-2.1 Tabular Values for Figure A-2 Table A-3.1 Tabular Values for Figure A-3
365	Table A-4.1 Tabular Values for Figure A-4 Table A-5.1 Tabular Values for Figure A-5
366	Table A-6.1 Tabular Values for Figure A-6
368	FORM NIS-2A REPAIR/REPLACEMENT CERTIFICATION RECORD
369	FORM OAR-1 OWNER‘S ACTIVITY REPORT
370	Table 1 Items with Flaws or Relevant Conditions That Required Evaluation for Continued Service Table 2 Abstract of Repair/replacement Activities Required for Continued Service
378	Figure 1 Misorientation Angle Figure 2 Flaw Distribution Zones
382	Table 1 Design Stress Intensity Values, Sm, For Use in Annealing Activity Evaluations Figure 1 Stress Categories and Limits of Stress Intensity for Annealing Evaluation
387	Table 1 Examination Categories
389	Figure I-1 Risk Evaluation Process
393	Table I-1 Degradation Mechanisms
394	Table I-2 Degradation Mechanism Category
395	Table I-3 Consequence Categories for Initiating Event Impact Group Table I-4 Quantitative Indices For Consequence Categories Table I-5 Consequence Categories for System Impact Group
396	Table I-6 Consequence Categories for Combination Impact Group Table I-7 Consequence Categories for Pipe Failures Resulting in Increased Potential for an Unisolated LOCA Outside Containment
397	Table I-8 Risk Matrix for Pipe Segments
400	Figure 1 Overlay Configuration
406	Figure 1 Overlay Configuration
411	Table 1 Chemical Requirements Table 2 Product Specification Table 3 Mechanical Property Table 4 Maximum Allowable Design Stress Values in Tension
412	Table 5 Chart for Determining Shell Thickness of Cylindrical and Spherical Shells Under External Pressure When Constructed of High Alloy UNS S32760 and UNS J93380
413	Figure 1 Chart for Determining Shell Thickness of Cylindrical and Spherical Shells Under External Pressure When Constructed of High Alloy UNS S32760 and UNS J93380
424	Table 3.2 Correlation of Service Loadings and Stress Limit Coefficients
425	Figure 1 Nozzle-to-vessel Configuration
426	Figure 2 Alternative Examination Volume
428	Table 1 Chemical Requirements
435	Table 1 Examination Categories
441	Table I-1 Definition of Failure Probability Estimates for Pipe Segments Figure I-1 Overview Risk-informed Selection Process
451	Table 1 Examination Categories
454	Figure I-1 Risk Evaluation Process
456	Table I-1 Degradation Mechanisms
457	Table I-2 Degradation Mechanism Category
458	Table I-3 Consequence Categories for Initiating Event Impact Group
459	Table I-4 Quantitative Indices for Consequence Categories Table I-5 Consequence Categories for System Impact Group
460	Table I-6 Consequence Categories for Combination Impact Group
461	Table I-7 Consequence Categories for Pipe Failures Resulting in Increased Potential for an Unisolated LOCA Outside Containment
462	Table I-8 Risk Matrix
465	Table 1 Chemical Requirements Table 2 Mechanical Properties
466	Table 3 Material Specifications Table 4 Allowable Stresses for Section III, Class 2 and 3
467	Table 5 Design Stress Intensity, Yield and Tensile Strength Values for Section III, Class 1
481	Table III-1 Corrective Action Requirements for Inserted Form CIPP Pressure Boundary Table III-2 Corrective Action Requirements for Sprayed Form CIPP Pressure Boundary
484	Figure 1 Nozzle in Shell or Head [Examination Zones in Cylindrical Nozzles Joined by Full Penetration Butt Welds (1/2 in. = 13 mm).]
488	Figure -3210-1 General Flow Chart
490	Figure -3621-1 Flow Chart for Analytical Evaluation of Pipe, Pipe Bends, Elbows, Branch Connections, and Reducers
491	Figure -3622-1 Flow Chart for Thickness Analytical Evaluation for Hoop Stress Due to Internal Pressure (-3622) to Be Used With Figure -3621-1
492	Table -3622-1 Minimum Allowable Local Thickness (Based on Hoop Stress)
493	Figure -3622-2 Zones of Reducer or Expander
494	Figure -3622-3 Illustration of Wall Thinning
495	Figure -3622-4 Elbow or Pipe Bend Figure -3622-5 Separation Requirements for Adjacent Thinned Areas With Limited Circumferential Extent (Hoop Stress Check)
496	Figure -3622-6 Axial Separation Requirements for Adjacent Thinned Areas With Unlimited Circumferential Extent (Hoop Stress Check)
498	Table -3625-1 Modified Stress Range Reduction Factors
505	Figure 1 Qualification Test Plate
506	Figure 2 Automatic or Machine (GTAW) Temper Bead Welding
507	Figure 3 Final Ferritic Weld Layer
514	Figure A KIR Curve
516	Figure 1 Nozzle in Shell or Head (Examination Zones in Barrel Type Nozzles Joined by Full Penetration Corner Welds) (1/2 in. = 13 mm)
517	Figure 2 Nozzle in Shell or Head (Examination Zones in Flange Type Nozzles Joined by Full Penetration Butt Welds) (1/2 in. = 13 mm)
518	Figure 3 Nozzle in Shell or Head (Examination Zones in Set-on Type Nozzles Joined by Full Penetration Corner Welds) (1/2 in. = 13 mm)
519	Figure 4 Nozzle in Shell or Head (Examination Zone in Nozzles Integrally Cast or Formed in Shell or Head) (1/2 in. = 13 mm)
522	Table 1 LST − RTNDT Values for Ferritic Steel Materials for Containment Systems
523	Table 2 Fracture Toughness Values for Containment System Material at the LST
528	Figure 1A
529	Figure 1B
531	Table 1 Product Specifications
532	Table 2 Design Stress Intensity Values, Sm, ksi
535	Table 1 Product Specifications
536	Table 2 Design Stress Intensity Values
543	Table 1 Design Stress Intensity Maximum Allowable Stress and Yield Strength Values
544	Table 2 Product Specifications
545	Table 1 Maximum Allowable Stress Values
546	Table 2 Product Specifications
547	Table 1 Maximum Allowable Stress Values Table 2 Product Specifications
561	Figure 1 Flow Chart of Calculational Procedure to Determine EAC Susceptibility
562	Figure 2 Reference Fatigue Crack Growth Curves for Low Alloy Ferritic Material Susceptible to EAC in Water Environments
563	Figure 3 Reference Fatigue Crack Growth Curves for Low Alloy Ferritic Material Not Susceptible to EAC in Water Environments
568	Table 1 Examination Categories
573	Table 1 Maximum Allowable Stress and Strength Values
576	Figure 1 Qualification Test Plate
578	Figure 2 Temper Bead Welding for Ferritic Base Metals
579	Figure 3 Temper Bead Welding of Dissimilar Materials
582	Table 1 Examination Categories
584	Table 2 Examination Categories
585	Table 3 Examination Categories
591	Table 2.1 Partial Safety Factors for Measured Flaw Depths of at Least 0.2 in. Table 2.2 Partial Safety Factors for Measured Flaw Depths Less Than 0.2 in.
593	Table 1 Design Stress Intensity Values for SA-738 Grade B Table 1M Design Stress Intensity Values for SA-738 Grade B
602	Table I-1 Consequence Categories for Initiating Event Impact Group
603	Table I-2 Guidelines for Assigning Consequence Categories to Failures Resulting in System or Train Loss
604	Table I-3 Consequence Categories for Combination Impact Group
605	Table I-4 Consequence Categories for Failures Resulting in Increased Potential for an Unisolated LOCA Outside of Containment Table I-5 Quantitative Indices for Consequence Categories
608	Figure 1 Overlay Configuration
610	Figure 2 Overlay at Welding Neck Flange
614	Table 1 RISC and Code Classifications
615	Table 2 Paragraph Number Cross Reference for Use with Earlier Editions and Addenda
619	Table 1 Susceptibility Criteria
627	Figure 1 Minimum Weld Overlay Dimensions
629	Table 1 Chemical Requirements Table 2 Mechanical Property Requirements Table 3 Yield Strength Sy, and Tensile Strength Su, ksi
630	Table 3M Yield Strength Sy, and Tensile Strength Su, MPa Table 4 Maximum Allowable Stress and Design Stress Intensity Values Table 4M Maximum Allowable Stress and Design Stress Intensity Values
635	Table 1 Visual Examinations
640	Figure I-1 Allowable Number of Transients
644	Figure 2-1 Definition of Circumferential Orientation for Flaw Characterization Table 3-1 Reactor Vessel Head Penetration Nozzle Acceptance Criteria
647	Figure A-2200-1 Flaw Characterization—Circumferential Flaws Figure A-2200-2 Flaw Characterization—Axial Flaws
650	Table 1 Personnel Performance Demonstration Detection Test Acceptance Criteria
657	Table 1 Design Stress Intensity and Yield Strength Values
660	Figure 1 Fatigue Design Curve Titanium Grade 1 For Temperatures Not Exceeding 600°F (316°C)
661	Figure 2 Fatigue Design Curve Titanium Grade 2 For Temperatures Not Exceeding 600°F (316°C) Table 1 Tabulated Values of Fatigue Design Allowable for CP Titanium Grade 1 Table 2 Tabulated Values of Fatigue Design Allowable for CP Titanium Grade 2
667	Table 1 Design Stress Intensity, Tensile and Yield Strength Values, U.S. Customary Units
668	Table 1M Design Stress Intensity, Tensile and Yield Strength Values, SI
670	Figure 1 Overall Methodology
671	Figure 2 Illustration of Nonplanar Part-Through-Wall Degradation Due to Wall Thinning
674	Figure 3 Allowable Wall Thickness and Length of Locally Thinned Area
675	Figure 4 Illustration of Nonplanar Through-Wall Degradation Due to Wall Thinning
676	Figure 5 Flaw Growth Rate for IGSCC in Austenitic Steels
677	Figure 6 Flaw Growth Rate for TGSCC in Austenitic Steels
680	Table 1 Pressure Retaining Welds Nozzle Inside-Radius Sections, and Reinforcing Plate Welds in PWR Stainless Steel Residual and Regenerative Heat Exchangers
681	Table 1 Tensile, Yield Strength, and Design Stress Intensity Values (U.S. Customary Units) Table 1M Tensile, Yield Strength, and Design Stress Intensity Values (SI Units)
686	Table 1 Product Specifications Table 2 Maximum Allowable Stress Values Table 3 Yield Strength Values
688	Table 1 Degradation Mechanisms Criteria
690	Table 2 Partial Examination Coverage Evaluation Process
695	Form N-711-A Abstract of Welds Satisfying Alternate Examination Coverage Requirements of Case N-711 Figure 1 Carbon Content and Ferrite Content Combination for Cast Stainless Steels — IGSCC Resistance
696	Figure 2 Degradation Mechanisms
699	Figure 3 Counterbore Transition Region
701	Table 1 Susceptibility Criteria
710	Table 1 Examination Categories
712	Table 2 Degradation Mechanisms
713	Table 3 Degradation Mechanism Category
715	Table II-1 Supporting Requirement as Defined in U.S. NRC Regulatory Guide 1.200, r1
720	Table 1 Examination Categories
724	Table 1 Maximum Allowable Stress Values Table 1M Maximum Allowable Stress Values
728	Table 1 Maximum Design Stress Intensity, Tensile Strength, and Yield Strength Values Table 1M Maximum Design Stress Intensity, Tensile Strength, and Yield Strength Values
730	Table 1 Examination Categories: Class 1 Power Reactor Vessel Upper Head
732	Figure 1 PWR Reactor Vessel Upper Head Extent of Visual Examination
733	Figure 2 Examination Volume for Nozzle Base Metal and Examination Area for Weld and Nozzle Base Metal
740	Figure I-1 Circumferential Flaw Assumption for Elimination of Portions of the Required Examination Zone Above J-Groove Weld
741	Figure I-2 Axial Flaw Assumption for Elimination of Portions of the Required Examination Zone Below J-Groove Weld
742	Figure I-3 Axial Flaw Assumption for Elimination of Portions of the Required Examination Zone Below J-Groove Weld (Tensile Stress to Bottom of Nozzle)
746	Table 1 Plant-specific Procedure Qualification or Alternative Testing Mockup Requirements
747	Table 2 Prequalified Rolling Parameters Table 3 Performance Demonstration Essential Variables
748	Figure 1 Examination Volume for Stub-Tube-Type CRD Housings Figure 2 Examination Volume for BWR/6 CRD Housings
754	Figure 1 Mechanical Connection Assembly
758	Figure 1 Successive Examination Surface Proximity Rule for Piping Components Table 1 Surface Proximity Rules for Successive Examinations of Piping Components
759	Table 1 Maximum Allowable Stress Values Table 1M Maximum Allowable Stress Values
760	Table 2 Design Stress Intensity Table 2M Design Stress Intensity Table 3 Tensile Strength Table 3M Tensile Strength Table 4 Yield Strength Table 4M Yield Strength
765	Table 1 References for Alternative Editions and Addenda of Section XI
770	Figure 1 Acceptance Examination Volume and Thickness Definitions
771	Figure 2 Preservice and Inservice Examination Volume
773	Figure I-1 Qualification Test Plate
775	Table 1 Maximum Allowable Design Stress Values in Tension U.S. Customary Values for Material with 90 ksi Tensile Strength
776	Table 1M Maximum Allowable Design Stress Values in Tension Metric Values for Material with 621 MPa Tensile Strength Table 2 Maximum Allowable Design Stress Values in Tension U.S. Customary Values for Material with 95 ksi Tensile Strength Table 2M Maximum Allowable Design Stress Values inTension Metric Values for Material with 655 MPa Tensile Strength
777	Table 1 Maximum Allowable Stresses Table 1M Maximum Allowable Stresses
783	Table 1 Requirements for Data Acquisition Table 2 Requirements for Data Analysis
795	Table 1 Structural Factors for OWOL Limiting Flaw Assumption
796	Figure 1 Examination Volume and Thickness Definitions
799	Figure I-1 Qualification Test Plate
815	Table -3131-1(a) Long-Term Allowable Stress, S, for Polyethylene (psi) Table -3131-1(b )Long-term Allowable Stress, S, for Polyethylene (MPa)
816	Table -3131-1(c) Elevated Temperature Allowable Stress, S, for Polyethylene (psi) Table -3131-1(d) Elevated Temperature Allowable Stress, S, for Polyethylene (MPa) Table -3210-1 Maximum Allowable Ring Deflection, Ωmax Table -3210-2(a) Soil Support Factor, Fs (in.)
817	Table -3210-2(b) Soil Support Factor, Fs (mm) Table -3210-3(a) Modulus of Elasticity of Polyethylene Pipe, Epipe (psi) Table -3210-3(b) Modulus of Elasticity of Polyethylene Pipe, Epipe (MPa)
818	Table -3220(a) Allowable Side Wall Compression Stress, Scomp (psi) Table -3220(b) Allowable Side Wall Compression Stress, Scomp (MPa) Table -3221.2-1 Ovality Correction Factor, fo Table -3223-1 Stress Indices, B1 and B2 Table -3223-2 Design and Service Level Longitudinal Stress Factors, k
819	Table -3223-3 Short Duration (<5 min) Allowable Longitudinal Tensile Stress Values Table -3311.2-1 Stress Intensification Factor, i Figure -4310-1 Thermal Fusion Butt Joint
820	Figure -4421.3-1 Tapered Transition Joint
822	Figure -4520-1 Transition Flange Arrangement Figure -5321-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross Section View)
829	Figure I-105 Horizontal Axis Position
830	Figure I-121-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross-Section View)
831	Figure I-131.2 Tensile Full Thickness Impact Test Coupon Configuration Table I-131.4 Testing Speed
832	Figure I-131.7 Tensile Test Sample Evaluation Sample Figure I-133.1 Bend Specimen Figure I-221(b)-1 Minimum Melt Bead Size
833	Table I-221(b)-1 Minimum Melt Table I-221(b)-2 Maximum Heater Plate Removal Time for Pipe-to-Pipe Fusing
834	FORM NM(PE)-2 DATA REPORT FOR NONMETALLIC BATCH PRODUCED PRODUCTS REQUIRING FUSING As Required by the Provisions of the ASME Section III, Division I, Code and Code Case N-755
835	FORM II-200 FUSION PROCEDURE SPECIFICATION
836	FORM II-300 FUSION MACHINE OPERATOR PERFORMANCE QUALIFICATION (FPQ) TEST FORM
837	Table III-1 PE Standards and Specifications Referenced in Text
842	Table IV-121 Certification Requirements for Polyethylene Compound Table IV-141.1 Minimum Quality Testing Requirements for Polyethylene Compound Lots
843	Table IV-141.2 Minimum Quality Testing Requirements for Natural Compound Lots Table IV-141.3 Minimum Quality Testing Requirements for Pigment Concentrate Compound Lots Table IV-142.1 Minimum Quality Testing Requirements for Polyethylene Source Material
844	Table IV-142.2 Minimum Quality Testing Requirements for Polyethylene Material — Pipe
846	Table A-110-1 Fusion Standards and Specifications Referenced in Text
849	Figure B-1 Typical Time/Pressure Diagram of a Butt Fusion Joint
850	Figure B-2 Correct Procedure
851	Figure B-3 Incorrect Procedures
852	Figure C-1 Fusion Bead Configuration
853	Table D-1 Standards and Specifications Referenced in Text Table D-2 Seismic Strain Limits
854	Figure E-1Polyethylene Material Organization Responsibilities per NCA-3970
860	Table 1 Material Specifications
863	Figure 1.4.1 Geometry of Cylinders
864	Figure 1.4.2 Sections Through Rings Figure 1.4.3 Geometry of Conical Sections
865	Figure 1.4.4 Stiffener Geometry for Eqs. 6.4(a)(6-6) and 6.4(b)(6-7)
873	Table 2 Factor Ko
878	Table 1 Reactor Water Environmental Fatigue Design Curves for Carbon and Low Alloy Steels for Temperatures Not Exceeding 700°F and N ≤ 106 Cycles
879	Table 1M Reactor Water Environmental Fatigue Design Curves for Carbon and Low Alloy Steels for Temperatures Not Exceeding 371°C and N ≤ 106 Cycles Table 2 Environmental Fatigue Design Curves for Types 304, 310, 316, and 348 Austenitic Stainless Steels for Temperatures Not Exceeding 800°F
880	Table 2M Environmental Fatigue Design Curves for Types 304, 310, 316, and 348 Austenitic Stainless Steels for Temperatures Not Exceeding 427°C
881	Figure 1 Application of the Modified Rate Approach Figure 2 Reactor Water Environmental Fatigue Design Curves for Carbon and Low Alloy Steels for Temperature Not Exceeding 700°F (371°C) and N ≤ 106 Cycles Above 106 Cycles the Air Curve Can Be Used for Reactor Water
882	Figure 3 Environmental Fatigue Design Curves for Types 304, 310, 316, and 348 Austenitic Stainless Steels for Temperatures Not Exceeding 800°F (427°C)
892	Figure 1 Typical Inlay
893	Figure 2 Typical Onlay
896	Figure I-1 Qualification Test Plate
897	Table 1 U.S. Customary Design Stress Intensity Values, Sm, ksi
898	Table 1M Metric Design Stress Intensity Values, Sm, MPa
901	Table 1 Prequalified Rolling Parameters Table 2 Plant Specific Procedure Qualification Requirements
902	Table 3 Performance Demonstration Essential Variables Figure 1 Examination Volume for In-Core Housings (BWR/2-6)
903	Figure 2 Examination Volume for In-core Housings (ABWR)
910	Table 1 Examination Categories
925	Figure 1 Examination Surface and Volume for Welds NPS 2 (DN 50) or Larger
926	Figure 2(a) Examination Volume for Full Structural Weld Overlays Figure 2(b) Definition of Thickness t1 and t2 for Application of IWB-3514 Acceptance Standards
927	Figure 3 Examination Surface and Volume for Weld Inlay
928	Figure 4 Examination Surface and Volume for Weld Inside Surface Onlay
929	Figure 5(a) Examination Volume for Optimized Weld Overlays Figure 5(b) Definition of Thickness t1 and t2 for Application of IWB-3514 Acceptance Standards
930	Figure 6(a) Examination Surface and Volume for EWR Figure 6(b) Definition of Thickness t1 and t 2 for Application of IWB-3514 Acceptance Standards
936	Table 3.2.2-1 Detection Performance Criteria for Open (Non-blind) Procedure Demonstration
937	Table 3.3.1-1 Eddy Current Blind Test Detection and False Call Criteria
939	Table 1 Chemical Composition Requirements
940	Table 2 Tensile and Hardness Requirements Table 3 U.S. Customary: (Class 1) Design Stress Intensity Values, Sm (ksi) Table 3M Metric: (Class 1) Design Stress Intensity Values, Sm (MPa)
941	Table 4 U.S. Customary: (Class 2 and 3) Allowable Stress Values, Sm (ksi) Table 4M Metric: (Class 2 and 3) Allowable Stress Values, Sm (MPa) Table 5 U.S. Customary: Y-1 Yield Strength Values, Sy (ksi) Table 5M Metric: Y-1 Yield Strength Values, Sy (MPa) Table 6 U.S. Customary: Tensile Strength Values, Su (ksi) Table 6M Metric: Tensile Strength Values, Su (MPa)
960	Table 1 Chemical Requirements Table 2 Section III, Class 1 Design Stress Intensity Values Sm, for Ferrous Materials (Customary) Table 2M Section III, Class 1 Design Stress Intensity Values Sm, for Ferrous Materials (Metric)
961	Table 3 Tensile Strength Values Su, for Ferrous Materials (Customary) Table 3M Tensile Strength Values Su, for Ferrous Materials (Metric) Table 4 Yield Strength Values Sy , for Ferrous Materials (Customary)
962	Table 4M Yield Strength Values Sy, For Ferrous Materials (Metric)
965	Figure 1 Type A Reinforcing Sleeve
966	Figure 2 Type B Reinforcing Sleeves
967	Figure 3 Type A and Type B Sleeve Longitudinal Seams
968	Figure 4 Bulge to Accommodate Girth Weld
969	Figure 5 Design Details — Type B Full-Structural Sleeves
975	Figure 1 Structural Pad
976	Figure 2 Pressure Pad
984	Table -2100-1 Tabulated Values of Sa, ksi (MPa), for Figures-2100-1 and -2100-1M
985	Table -2100-2 Tabulated Values of Sa, ksi (MPa), for Figures-2100-2 and -2100-2M
987	Figure -2100-1 Design Fatigue Curve for Carbon and Low Alloy Steels With UTS ≤ 80 ksi and Metal Temperatures Not Exceeding 700°F
988	Figure -2100-1 MDesign Fatigue Curve for Carbon and Low Alloy Steels With UTS ≤ 552 MPa and Metal Temperatures Not Exceeding 370°C
989	Figure -2100-2 Design Fatigue Curve for Austenitic Steels and Nickel-Chromium-Iron Alloy for Temperatures Not Exceeding 800°F
990	Figure -2100-2M Design Fatigue Curve for Austenitic Steels and Nickel-Chromium-Iron Alloy for Temperatures Not Exceeding 425°C
991	Figure -2600-1 Modified Strain Rate Calculation
1009	Figure 1 Alternative Configuration for NPS 4 (DN 100) or Larger (1/2 in. = 13 mm, 1/4 in. = 6 mm)
1015	FORM N-10 REPORT FOR REPAIRS TO STAMPED COMPONENTS* As Required by the Provisions of Section III, Division 1, Code and Code Case N-801
1017	Table N-10-1 Guide for Completing Form N-10
1021	Table 1 Depth Limitations for Underwater Welding Qualification Figure 1 Qualification Test Plate
1022	Table 2 References for Alternative Editions and Addenda of Section XI
1023	Figure 2 Dry ULBW
1030	Figure 1 Illustration of Metal Loss Regions Due to Concurrent Internal and External Corrosion
1034	Figure 2 Illustration of Local Metal Loss Region
1035	Figure 3 Geometry and Nomenclature for an Elbow and Bend
1036	Figure 4 Separation Requirements for Adjacent Local Metal Loss Regions with Limited Circumferential Extent Figure 5 Allowable Wall Thickness and Length of Local Metal Loss Region
1037	Table 1 Values of Allowable Wall Thickness and Length of Local Metal Loss Region of Figure 5
1039	Figure 6 Separation Requirements for Adjacent Local Metal Loss Regions with Unlimited Circumferential Extent
1040	Figure 7 Illustration of Local Metal Loss Region on the Inside Surface of a Pipe With a Shifted Neutral Axis
1045	Figure I-1 Inspection Planes for Straight Sections of Pipe
1046	Figure I-2 Inspection Planes and Paths for Elbows and Bends
1047	Figure I-3 Illustration of Method of Determining Critical Thickness Profiles
1051	Figure A-1 Illustration of Local Metal Loss Region on the inside Surface of a Pipe Figure A-2 Ovality of Pipe Cross-section (Not to Scale)
1052	Figure A-3 Illustration of Soil and Surface Load Parameters Figure A-4 Illustration of Total Bedding Angle
1053	Table A-1 Modulus of Soil Reaction, E′ Table A-2 Bedding Constant, K
1056	Figure B-1 Cross-Section of Piping Item With Local Metal Loss Region on the Inside Surface Figure B-2 Cross-Section of Piping Item With Local Metal Loss Region on the Outside Surface
1058	Table 1 Tensile Requirements for Mechanical Reinforcing Bar Splices and Welded Joints (Revised Table CC-4333-1) Table 2 Filler Metal Requirements (Revised Table VIII-1410-1)
1059	Table 3 Standards and Specifications Referenced in Text
1064	Figure 1 Reference Fatigue Crack Growth Rate for Wrought Austenitic Stainless Steels in Pressurized Water Reactor Environments
1065	Figure 1M Reference Fatigue Crack Growth Rate for Wrought Austenitic Stainless Steels in Pressurized Water Reactor Environments
1069	Figure 1 Alternate Creep-fatigue Damage Envelope for 9Cr-1Mo-V For Use with T-1433(a) Step 5(b)
1077	Figure -4622.9(d)(1)-1 Dissimilar Metal Repair Cavity Measurement
1082	Figure 1 Flaw Configuration
1085	Table I-1 Personnel Performance Demonstration Detection Test Acceptance Criteria Table I-2 Personnel Performance Demonstration Flaw Evaluation Acceptance Criteria
1087	Table II-1 Subsurface Flaw Acceptance Criteria
1096	Table 1 Visual Examinations
1102	Figure 1 Vessel Shell Circumferential Weld Joints (1/2 in. = 13 mm)
1103	Figure 2 Vessel Shell Longitudinal Weld Joints (1/2 in. = 13 mm)
1104	Figure 3 Spherical Vessel Head Circumferential and Meridional Weld Joints (1/2 in. = 13 mm)
1105	Figure 4 Shell-to-Flange Weld Joint (1/2 in. = 13 mm)
1106	Figure 5 Head-to-Flange Weld Joint (1/2 in. = 13 mm)
1107	Figure 6 Typical Tubesheet-to-Head Weld Joints (1/2 in. = 13 mm)
1111	Figure 1 Qualification Test Plate and Automatic or Machine (GTAW) Temper Bead Cladding Repair
1118	Table 1 Performance Demonstration Detection Test Acceptance Criteria
1128	Table 1 Maximum Tolerable Flaw Depth-to-Thickness for Circumferential Flaws (Level A Conditions)
1129	Table 2 Maximum Tolerable Flaw Depth-to-Thickness for Circumferential Flaws (Level B Conditions)
1130	Table 3 Maximum Tolerable Flaw Depth-to-Thickness for Circumferential Flaws (Level C & D Conditions)
1131	Table 4 Maximum Tolerable Flaw Depth-To-Thickness For Axial Flaws(Service Levels A, B, C, and D Conditions)
1144	Table 1 Exemptions to Mandatory PWHT
1152	Table 1 Maximum Notch Dimensions
1162	Table 1 Examination Categories
1163	Figure 1A Cross Section of Typical Dissimilar Metal EWR Figure 1B Cross Section of Typical Similar-Metal EWR
1164	Figure 2 Illustration of Typical Partial Arc EWR Figure 3 Extent of Surface and Volumetric Acceptance Examination for Full 360 deg EWR and Partial Arc EWR
1165	Figure 4 Thickness t1 and t2 for Application of IWB-3514 Acceptance Standards Figure 5 Preservice and Inservice Examination Surface and Examination Volume
1171	Figure 1 Configuration and Determination of Relevant Dimensions of a Quasi-Laminar Flaw
1172	Figure 2 Configuration and Determination of Relevant Dimensions of Multiple Quasi-Laminar Flaws
1173	Figure 3 Proximity Rules for Multiple Quasi-Laminar Flaws
1174	Figure 4 Configurations of Overlapping Flaws
1175	Figure 5 Bounding Box of the Combined Flaw for Multiple Quasi-Laminar Flaws
1176	Figure 6 Proximity and Characterization Requirements for Planar and Quasi-Laminar Flaws
1177	Figure 7 Flow Chart for the Characterization of Multiple Quasi-Laminar Flaws
1190	Figure 1 Typical Full Penetration Branch Connection
1191	Figure 2 Typical Branch Connection Weld Metal Buildup (BCWMB) Figure 3 Modified Configuration With BCWMB and Partial Penetration Nozzle to BCWMB Weld
1192	Figure 4 Postulated Flaw for Crack Growth Calculation Figure 5 BCWMB Design and Analyses Requirements
1193	Figure 6 Surface and Volumetric Acceptance Examination for BCWMB Prior to Nozzle Welding Figure 7 BCWMB Preservice Inspection and Inservice Inspection Examination
1207	Figure 1 Strain Limits Pass/Fail Criteria Illustrated Figure 2 Weld Region Model Boundaries
1211	Figure 1 Weld Region Model Boundaries
1215	Table 1 Design Stress Intensity, Yield Stress, and Tensile Strength (U.S. Customary Units) Table 1M Design Stress Intensity, Yield Stress, and Tensile Strength (SI Units)
1218	Table 1 Practical Examination NDE Techniques
1224	Table 1 Product Specifications Table 2 Design Stress Intensity Values and Yield and Tensile Strength Values for Section III, Division 5, Class A
1225	Table 2M Design Stress Intensity Values and Yield and Tensile Strength Values for Section III, Division 5, Class A Table 3 Maximum Allowable Stress Values and Yield and Tensile Strength Values for Section III, Division 5, Class B
1226	Table 3M Maximum Allowable Stress Values and Yield and Tensile Strength Values for Section III, Division 5, Class B Table 4 Thermal Expansion for Alloy 617
1227	Table 4M Thermal Expansion for Alloy 617 Table 5 Nominal Coefficients of Thermal Conductivity and Thermal Diffusivity for Alloy 617
1228	Table 5M Nominal Coefficients of Thermal Conductivity and Thermal Diffusivity for Alloy 617