{"id":374431,"date":"2024-10-20T02:38:29","date_gmt":"2024-10-20T02:38:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-cc-nc-2017\/"},"modified":"2024-10-26T04:36:17","modified_gmt":"2024-10-26T04:36:17","slug":"asme-bpvc-cc-nc-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-cc-nc-2017\/","title":{"rendered":"ASME BPVC CC NC 2017"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCode Cases <\/td>\n<\/tr>\n
48<\/td>\nTable 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 <\/td>\n<\/tr>\n
52<\/td>\nTable 1 Materials Properties, Subsection NG Tensile Stress Intensity Values, Sm, ksi <\/td>\n<\/tr>\n
54<\/td>\nTable 1M Materials Properties, Subsection NG Tensile Stress Intensity Values, Sm, MPa <\/td>\n<\/tr>\n
56<\/td>\nTable 2 Materials Properties, Subsection NG Tensile Yield Strength, Sy, ksi <\/td>\n<\/tr>\n
58<\/td>\nTable 3 Materials Properties, Subsection NG Tensile Strengths, Su, ksi <\/td>\n<\/tr>\n
59<\/td>\nTable 3M Materials Properties, Subsection NG Tensile Strengths, Su, MPa <\/td>\n<\/tr>\n
60<\/td>\nTable 4 SB-637 Types 1 and 2 Chemical Requirements
Table 5 SB-637 Heat Treatment
Table 6 SB-637 Grade 718 Type 2 MechanicalProperties <\/td>\n<\/tr>\n
61<\/td>\n2.1 RESPONSIBILITIES AND DUTIES
3.1 GENERAL REQUIREMENTS FOR MATERIALS <\/td>\n<\/tr>\n
63<\/td>\n3.2 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIALS
4.1 GENERAL DESIGN REQUIREMENTS
4.2 DESIGN CONDITIONS
4.3 DESIGN COMPUTATIONS <\/td>\n<\/tr>\n
64<\/td>\n5.1 CERTIFICATION OF MATERIALS AND FABRICATION BY VALVE MANUFACTURER
5.2 MATERIALS IDENTIFICATION
5.3 EXAMINATION OF MATERIALS <\/td>\n<\/tr>\n
65<\/td>\n5.4 REPAIR BY WELDING OF CLASS 1, 2, AND 3 VALVE ITEMS
5.5 INTERNAL PERMANENT ATTACHMENT WELDS
5.6 WELDING REQUIREMENTS <\/td>\n<\/tr>\n
67<\/td>\nFigure 1 Gate Value <\/td>\n<\/tr>\n
68<\/td>\nFigure 2 Globe Valve <\/td>\n<\/tr>\n
70<\/td>\nFigure 3 Swing Check Valve <\/td>\n<\/tr>\n
71<\/td>\nFigure 4 Globe Check Valve <\/td>\n<\/tr>\n
72<\/td>\nFigure 5 Diaphragm Valve <\/td>\n<\/tr>\n
73<\/td>\nFigure 6 Plug Valve <\/td>\n<\/tr>\n
74<\/td>\nFigure 7 Globe Check Valve <\/td>\n<\/tr>\n
75<\/td>\nFigure 8 Butterfly Valve <\/td>\n<\/tr>\n
76<\/td>\nFigure 9 Control Valve <\/td>\n<\/tr>\n
78<\/td>\nFigure 10 Ball Valve <\/td>\n<\/tr>\n
79<\/td>\nTable 1.2-1 Summary of Requirements <\/td>\n<\/tr>\n
80<\/td>\nTable 3.1.2-1 Allowable Stress Values, S, for Materials, for Internal and External Items for Class 1, 2 and 3 Valves [Note (4)] <\/td>\n<\/tr>\n
85<\/td>\nTable 1 Design Stress Intensity Values, Sm, for Class 1 Supports <\/td>\n<\/tr>\n
89<\/td>\nTable 2 Allowable Stress Values, S, for Classes 2, 3, and MC Supports <\/td>\n<\/tr>\n
93<\/td>\nTable 3 Yield Strength Values, Sy, for Classes 1, 2, 3, and MC Supports <\/td>\n<\/tr>\n
98<\/td>\nTable 4 Yield Strength Values, Sy, for Bolting Materials for Classes 1, 2, 3, and MC Supports <\/td>\n<\/tr>\n
99<\/td>\nTable 5 Ultimate Tensile Stress Values, Su, for Classes 1, 2, 3, and MC Supports <\/td>\n<\/tr>\n
112<\/td>\nTable 1 Materials for Pressure Relief Valve Internal Items for Class 1, 2 and 3 Safety, Safety Relief and Relief Valves <\/td>\n<\/tr>\n
115<\/td>\n2.1 ESSENTIAL VARIABLES
2.2 TEST ASSEMBLY <\/td>\n<\/tr>\n
116<\/td>\n2.3 EXAMINATION OF TEST ASSEMBLY
2.4 SEAT TO BODY WELD
4.1 GENERAL <\/td>\n<\/tr>\n
124<\/td>\nTable 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 <\/td>\n<\/tr>\n
125<\/td>\nTable 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 <\/td>\n<\/tr>\n
126<\/td>\nTable 2900-2A Visual Examination Criteria and Repair Requirements for Inside-Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter <\/td>\n<\/tr>\n
127<\/td>\nTable 2900-2B Visual Examination Criteria and Repair Requirements for Outside Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter <\/td>\n<\/tr>\n
128<\/td>\nTable 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 <\/td>\n<\/tr>\n
129<\/td>\nTable 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 <\/td>\n<\/tr>\n
131<\/td>\nTable -3133-1 Material Compressive Strength
Table -3611-1 Allowable Tensile Design Stresses in Pipe Meeting the Requirements of D2992 <\/td>\n<\/tr>\n
133<\/td>\nTable -3643-1 Overlay Tensile Stress <\/td>\n<\/tr>\n
134<\/td>\nFigure -3643.3(c)-1 Reinforcement of Branch Connections <\/td>\n<\/tr>\n
135<\/td>\nTable -3643-2 Overlay Shear Strength <\/td>\n<\/tr>\n
137<\/td>\nTable -3662-1 Adhesive Shear Strength <\/td>\n<\/tr>\n
139<\/td>\nFigure -3662-1 Bell and Spigot Adhesive Bonded Joint
Figure -3663-1 Bell and Spigot Adhesive Bonded Joint With Laminated Fiberglass Overlay <\/td>\n<\/tr>\n
140<\/td>\nFigure -3664-1 Bell and Spigot Gasket Joint With Laminated Fiberglass Overlay
Figure -3665-1 Butt and Strap Joint <\/td>\n<\/tr>\n
143<\/td>\nTable -4611 Cutting Requirements <\/td>\n<\/tr>\n
148<\/td>\nTable I-1 Hydrostatic Design Basis Categories <\/td>\n<\/tr>\n
155<\/td>\nTable II-4.4-1 Minimum Mechanical Property Requirements
Table II-4.4-2 <\/td>\n<\/tr>\n
156<\/td>\nTable II-4.4-3 Nominal Diameter Dimensions and Tolerances <\/td>\n<\/tr>\n
159<\/td>\nForm RTRP-1 Constituent Material Test Report of Essential Variables <\/td>\n<\/tr>\n
160<\/td>\nForm RTRP-2 Adhesive Material Test Report <\/td>\n<\/tr>\n
161<\/td>\nForm RTRP-6 Record for Fabrication Control and Qualification of Pipe <\/td>\n<\/tr>\n
165<\/td>\nFigure 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 <\/td>\n<\/tr>\n
167<\/td>\nFigure V-7.5-1 Test Assembly Configuration
Figure V-7.5-2 Bolt Torquing Sequence <\/td>\n<\/tr>\n
171<\/td>\n3.1 WELDED JOINT PERFORMANCE TEST <\/td>\n<\/tr>\n
172<\/td>\nFigure 1 Welded Radial Shear Bar Assembly <\/td>\n<\/tr>\n
173<\/td>\n3.2 REINFORCING BAR PERFORMANCE TEST
Figure 2 Reinforcing Bar Performance Test Specimen <\/td>\n<\/tr>\n
177<\/td>\nTable 1 Design Stress Intensity Values, Sm, for Class 1 Supports <\/td>\n<\/tr>\n
179<\/td>\nTable 2 Allowable Stress Values, S, for Classes 2, 3, and MC Supports <\/td>\n<\/tr>\n
181<\/td>\nTable 3 Yield Strength Values, Sy, for Classes 1, 2, 3, and MC Supports <\/td>\n<\/tr>\n
187<\/td>\nTable 4 Yield Strength Values, Sy, for Bolting Materials for Classes 1, 2, 3, and MC Supports <\/td>\n<\/tr>\n
189<\/td>\nTable 5 Ultimate Tensile Stress Values, Su, for Classes 1, 2, 3, and MC Supports <\/td>\n<\/tr>\n
202<\/td>\nFigure 1 Limitation of the Interaction Zone <\/td>\n<\/tr>\n
209<\/td>\nFigure -1511-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of \u03b1\u0278L From Figure -1511-1 and Figure -1511-2) <\/td>\n<\/tr>\n
210<\/td>\nFigure -1511-2 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of \u03b1\u0278L From Figure -1511-1 and -1511-2) <\/td>\n<\/tr>\n
211<\/td>\nFigure -1512-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Spherical Shells <\/td>\n<\/tr>\n
212<\/td>\nFigure -1610-1 Plastic Reduction Factors for Buckling Analysis by Formula <\/td>\n<\/tr>\n
213<\/td>\nFigure -1620-1 Plasticity Reduction Factors for Bifurcation Buckling Analysis <\/td>\n<\/tr>\n
215<\/td>\nFigure -1712.1.1-1 Theoretical Local Buckling Stress Coefficients for Stiffened and Unstiffened Cylindrical Shells <\/td>\n<\/tr>\n
217<\/td>\nFigure -1712.1.2-1 Theoretical Local Buckling Stress Coefficients for Stringer Stiffened Cylinder Subjected to In-Plane Shear <\/td>\n<\/tr>\n
220<\/td>\nFigure -1713.1-1 Interaction Curves for Elastic Buckling of Cylinders Under Combined Loads <\/td>\n<\/tr>\n
222<\/td>\nFigure -1713.1.3-1 Radii R1 and R2 for Toroidal and Ellipsoidal Head <\/td>\n<\/tr>\n
223<\/td>\nFigure -1713.2-1 Interaction Curves for Inelastic Buckling of Cylinders Under Combined Loads <\/td>\n<\/tr>\n
226<\/td>\nTable -1800-1Flowchart <\/td>\n<\/tr>\n
232<\/td>\nTable -2830-1 Permissible Bellows Material Specifications (Piping, Tubing) <\/td>\n<\/tr>\n
233<\/td>\nTable -2841-1 Permissible Material for Welded Bellows Tubes (Plate, Sheet, Strip) <\/td>\n<\/tr>\n
237<\/td>\nTable -3742-1 Classification of Stress Intensity in Bellows
Figure -3742.1-1 Definition of A\u0305 , and Ac <\/td>\n<\/tr>\n
242<\/td>\nFigure -3742.6(h)-1 Zero Strain Modulus
Figure -3742.6(h)-2 Determination of Z <\/td>\n<\/tr>\n
243<\/td>\nFigure -3742.6(h)-3 Dimensionless Midplane Stress Value <\/td>\n<\/tr>\n
244<\/td>\nTable -3752.3(a) Time-independent Buckling Safety Margins [Note (1)]
Table -3752.3(b )Time Dependent Buckling Factors <\/td>\n<\/tr>\n
250<\/td>\nFigure -4224.1-1 Bellows Profile Tolerances and Nomenclature <\/td>\n<\/tr>\n
251<\/td>\nTable -4224.1 Bellows Tolerances <\/td>\n<\/tr>\n
252<\/td>\nFigure -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 <\/td>\n<\/tr>\n
253<\/td>\nFigure -4224.1-4 Ball Analogy for Curvature Tolerance
Figure -4245 Types of Permissible Primary Pressure Boundary Bellows End Attachment Welds <\/td>\n<\/tr>\n
262<\/td>\nFigure 1 Definition of Forces, Moments, Displacements,and Rotations <\/td>\n<\/tr>\n
270<\/td>\nFigure 1 Weld Connections for Appurtenances 2 in. Pipe Size and Smaller That are Attached to Nozzles <\/td>\n<\/tr>\n
273<\/td>\nFigure 1 Automatic or Machine (GTAW) Temper Bead Technique <\/td>\n<\/tr>\n
277<\/td>\nTable 1 Maximum Allowable Stress Values <\/td>\n<\/tr>\n
279<\/td>\nTable 1 Maximum Allowable Stress Values <\/td>\n<\/tr>\n
281<\/td>\nTable 1 Maximum Allowable Stress Values <\/td>\n<\/tr>\n
285<\/td>\nTable 1 Maximum Values of Design Stress Intensity, Allowable Stress, Yield Strength, and Ultimate Strength, ksi <\/td>\n<\/tr>\n
295<\/td>\nFigure A-2200-1 Flaw Characterization\u2014Circumferential Flaws <\/td>\n<\/tr>\n
296<\/td>\nFigure A-2200-2 Flaw Characterization \u2014 Axial Flaws <\/td>\n<\/tr>\n
297<\/td>\nFigure A-2400-1 Flaw Characterization \u2014 Skewed Axial Flaws Projected into Axial Plane <\/td>\n<\/tr>\n
298<\/td>\nFigure A-2400-2 Flaw Characterization \u2014 Skewed Circumferential Flaw Projected into Circumferential Plane <\/td>\n<\/tr>\n
299<\/td>\nFigure A-2400-3 Flaw Characterization \u2014 Compound Skewed Flaw Projected into Circumferential and Axial Plane <\/td>\n<\/tr>\n
300<\/td>\nFigure 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 <\/td>\n<\/tr>\n
302<\/td>\nTable A-4400-1 Specified Structural Factors forCircumferential Flaws
Table A-4400-2 Specified Structural Factors for Axial Flaws <\/td>\n<\/tr>\n
304<\/td>\nFigure B-4000-1 Failure Assessment Diagram for Part-Through-Wall Circumferential and Axial Flaws <\/td>\n<\/tr>\n
318<\/td>\nTable 1 Design Stress Intensity Values Sm, ksi
Table 2 Yield Strengths, Sy, and Ultimate Tensile Strength, Su, ksi <\/td>\n<\/tr>\n
319<\/td>\nTable 3 Fatigue Design Curve Values for Borated Stainless Steel, Grade A, Types 304B, 304B1, 304B2, 304B3, 304B4, 304B5, and 304B6 <\/td>\n<\/tr>\n
320<\/td>\nFigure 1 Fatigue Design Curve for Grade A, Types 304B, 304B1, 304B2, 304B3, 304B4, 304B5, and 304B6 <\/td>\n<\/tr>\n
329<\/td>\nFigure 1 Through-Wall Flaw Geometry <\/td>\n<\/tr>\n
330<\/td>\nFigure 2 Separation Requirements for Adjacent Thinned Areas <\/td>\n<\/tr>\n
331<\/td>\nFigure 3 Illustration of Nonplanar Flaw Due to Wall Thinning <\/td>\n<\/tr>\n
332<\/td>\nFigure 4 Allowable Wall Thickness and Length of Locally Thinned Area <\/td>\n<\/tr>\n
333<\/td>\nFigure 5 Illustration of Through-Wall Nonplanar Flaw Due to Wall Thinning <\/td>\n<\/tr>\n
334<\/td>\nFigure 6 Illustration of Adjusted Wall Thickness and Equivalent Hole Diameter
Figure 7 Circumferential Angle Defined <\/td>\n<\/tr>\n
335<\/td>\nFigure 8 Zones of a Reducer or Expander <\/td>\n<\/tr>\n
336<\/td>\nFigure 9 Flaw Growth Rate for IGSCC in Austenitic Piping <\/td>\n<\/tr>\n
337<\/td>\nFigure 10 Flaw Growth Rate for TGSCC in Austenitic Piping <\/td>\n<\/tr>\n
340<\/td>\nTable 2.1-1 Depth Limitations for Underwater Welding Qualification <\/td>\n<\/tr>\n
341<\/td>\nTable 2.1-2 Procedure and Performance Qualification \u2014 Type and Position <\/td>\n<\/tr>\n
349<\/td>\nTable 1 Design Stress Intensity and Yield Strength Values <\/td>\n<\/tr>\n
351<\/td>\nFigure 1 Successive Examination (Surface Proximity Rule) <\/td>\n<\/tr>\n
359<\/td>\nFigure 7-1 Meridional Straightness Tolerance <\/td>\n<\/tr>\n
360<\/td>\nFigure 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 \u2264300\u00b0F <\/td>\n<\/tr>\n
361<\/td>\nFigure 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 \u2264300\u00b0F
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 \u2264300\u00b0F <\/td>\n<\/tr>\n
362<\/td>\nFigure 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 \u2264300\u00b0F
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 \u2264300\u00b0F <\/td>\n<\/tr>\n
363<\/td>\nFigure 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 \u2264300\u00b0F
Table A-1.1 Tabular Values for Figure A-1 <\/td>\n<\/tr>\n
364<\/td>\nTable A-2.1 Tabular Values for Figure A-2
Table A-3.1 Tabular Values for Figure A-3 <\/td>\n<\/tr>\n
365<\/td>\nTable A-4.1 Tabular Values for Figure A-4
Table A-5.1 Tabular Values for Figure A-5 <\/td>\n<\/tr>\n
366<\/td>\nTable A-6.1 Tabular Values for Figure A-6 <\/td>\n<\/tr>\n
368<\/td>\nFORM NIS-2A REPAIR\/REPLACEMENT CERTIFICATION RECORD <\/td>\n<\/tr>\n
369<\/td>\nFORM OAR-1 OWNER\u2018S ACTIVITY REPORT <\/td>\n<\/tr>\n
370<\/td>\nTable 1 Items with Flaws or Relevant Conditions That Required Evaluation for Continued Service
Table 2 Abstract of Repair\/replacement Activities Required for Continued Service <\/td>\n<\/tr>\n
378<\/td>\nFigure 1 Misorientation Angle
Figure 2 Flaw Distribution Zones <\/td>\n<\/tr>\n
382<\/td>\nTable 1 Design Stress Intensity Values, Sm, For Use in Annealing Activity Evaluations
Figure 1 Stress Categories and Limits of Stress Intensity for Annealing Evaluation <\/td>\n<\/tr>\n
387<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
389<\/td>\nFigure I-1 Risk Evaluation Process <\/td>\n<\/tr>\n
393<\/td>\nTable I-1 Degradation Mechanisms <\/td>\n<\/tr>\n
394<\/td>\nTable I-2 Degradation Mechanism Category <\/td>\n<\/tr>\n
395<\/td>\nTable 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 <\/td>\n<\/tr>\n
396<\/td>\nTable 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 <\/td>\n<\/tr>\n
397<\/td>\nTable I-8 Risk Matrix for Pipe Segments <\/td>\n<\/tr>\n
400<\/td>\nFigure 1 Overlay Configuration <\/td>\n<\/tr>\n
406<\/td>\nFigure 1 Overlay Configuration <\/td>\n<\/tr>\n
411<\/td>\nTable 1 Chemical Requirements
Table 2 Product Specification
Table 3 Mechanical Property
Table 4 Maximum Allowable Design Stress Values in Tension <\/td>\n<\/tr>\n
412<\/td>\nTable 5 Chart for Determining Shell Thickness of Cylindrical and Spherical Shells Under External Pressure When Constructed of High Alloy UNS S32760 and UNS J93380 <\/td>\n<\/tr>\n
413<\/td>\nFigure 1 Chart for Determining Shell Thickness of Cylindrical and Spherical Shells Under External Pressure When Constructed of High Alloy UNS S32760 and UNS J93380 <\/td>\n<\/tr>\n
424<\/td>\nTable 3.2 Correlation of Service Loadings and Stress Limit Coefficients <\/td>\n<\/tr>\n
425<\/td>\nFigure 1 Nozzle-to-vessel Configuration <\/td>\n<\/tr>\n
426<\/td>\nFigure 2 Alternative Examination Volume <\/td>\n<\/tr>\n
428<\/td>\nTable 1 Chemical Requirements <\/td>\n<\/tr>\n
435<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
441<\/td>\nTable I-1 Definition of Failure Probability Estimates for Pipe Segments
Figure I-1 Overview Risk-informed Selection Process <\/td>\n<\/tr>\n
451<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
454<\/td>\nFigure I-1 Risk Evaluation Process <\/td>\n<\/tr>\n
456<\/td>\nTable I-1 Degradation Mechanisms <\/td>\n<\/tr>\n
457<\/td>\nTable I-2 Degradation Mechanism Category <\/td>\n<\/tr>\n
458<\/td>\nTable I-3 Consequence Categories for Initiating Event Impact Group <\/td>\n<\/tr>\n
459<\/td>\nTable I-4 Quantitative Indices for Consequence Categories
Table I-5 Consequence Categories for System Impact Group <\/td>\n<\/tr>\n
460<\/td>\nTable I-6 Consequence Categories for Combination Impact Group <\/td>\n<\/tr>\n
461<\/td>\nTable I-7 Consequence Categories for Pipe Failures Resulting in Increased Potential for an Unisolated LOCA Outside Containment <\/td>\n<\/tr>\n
462<\/td>\nTable I-8 Risk Matrix <\/td>\n<\/tr>\n
465<\/td>\nTable 1 Chemical Requirements
Table 2 Mechanical Properties <\/td>\n<\/tr>\n
466<\/td>\nTable 3 Material Specifications
Table 4 Allowable Stresses for Section III, Class 2 and 3 <\/td>\n<\/tr>\n
467<\/td>\nTable 5 Design Stress Intensity, Yield and Tensile Strength Values for Section III, Class 1 <\/td>\n<\/tr>\n
481<\/td>\nTable III-1 Corrective Action Requirements for Inserted Form CIPP Pressure Boundary
Table III-2 Corrective Action Requirements for Sprayed Form CIPP Pressure Boundary <\/td>\n<\/tr>\n
484<\/td>\nFigure 1 Nozzle in Shell or Head [Examination Zones in Cylindrical Nozzles Joined by Full Penetration Butt Welds (1\/2 in. = 13 mm).] <\/td>\n<\/tr>\n
488<\/td>\nFigure -3210-1 General Flow Chart <\/td>\n<\/tr>\n
490<\/td>\nFigure -3621-1 Flow Chart for Analytical Evaluation of Pipe, Pipe Bends, Elbows, Branch Connections, and Reducers <\/td>\n<\/tr>\n
491<\/td>\nFigure -3622-1 Flow Chart for Thickness Analytical Evaluation for Hoop Stress Due to Internal Pressure (-3622) to Be Used With Figure -3621-1 <\/td>\n<\/tr>\n
492<\/td>\nTable -3622-1 Minimum Allowable Local Thickness (Based on Hoop Stress) <\/td>\n<\/tr>\n
493<\/td>\nFigure -3622-2 Zones of Reducer or Expander <\/td>\n<\/tr>\n
494<\/td>\nFigure -3622-3 Illustration of Wall Thinning <\/td>\n<\/tr>\n
495<\/td>\nFigure -3622-4 Elbow or Pipe Bend
Figure -3622-5 Separation Requirements for Adjacent Thinned Areas With Limited Circumferential Extent (Hoop Stress Check) <\/td>\n<\/tr>\n
496<\/td>\nFigure -3622-6 Axial Separation Requirements for Adjacent Thinned Areas With Unlimited Circumferential Extent (Hoop Stress Check) <\/td>\n<\/tr>\n
498<\/td>\nTable -3625-1 Modified Stress Range Reduction Factors <\/td>\n<\/tr>\n
505<\/td>\nFigure 1 Qualification Test Plate <\/td>\n<\/tr>\n
506<\/td>\nFigure 2 Automatic or Machine (GTAW) Temper Bead Welding <\/td>\n<\/tr>\n
507<\/td>\nFigure 3 Final Ferritic Weld Layer <\/td>\n<\/tr>\n
514<\/td>\nFigure A KIR Curve <\/td>\n<\/tr>\n
516<\/td>\nFigure 1 Nozzle in Shell or Head (Examination Zones in Barrel Type Nozzles Joined by Full Penetration Corner Welds) (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
517<\/td>\nFigure 2 Nozzle in Shell or Head (Examination Zones in Flange Type Nozzles Joined by Full Penetration Butt Welds) (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
518<\/td>\nFigure 3 Nozzle in Shell or Head (Examination Zones in Set-on Type Nozzles Joined by Full Penetration Corner Welds) (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
519<\/td>\nFigure 4 Nozzle in Shell or Head (Examination Zone in Nozzles Integrally Cast or Formed in Shell or Head) (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
522<\/td>\nTable 1 LST \u2212 RTNDT Values for Ferritic Steel Materials for Containment Systems <\/td>\n<\/tr>\n
523<\/td>\nTable 2 Fracture Toughness Values for Containment System Material at the LST <\/td>\n<\/tr>\n
528<\/td>\nFigure 1A <\/td>\n<\/tr>\n
529<\/td>\nFigure 1B <\/td>\n<\/tr>\n
531<\/td>\nTable 1 Product Specifications <\/td>\n<\/tr>\n
532<\/td>\nTable 2 Design Stress Intensity Values, Sm, ksi <\/td>\n<\/tr>\n
535<\/td>\nTable 1 Product Specifications <\/td>\n<\/tr>\n
536<\/td>\nTable 2 Design Stress Intensity Values <\/td>\n<\/tr>\n
543<\/td>\nTable 1 Design Stress Intensity Maximum Allowable Stress and Yield Strength Values <\/td>\n<\/tr>\n
544<\/td>\nTable 2 Product Specifications <\/td>\n<\/tr>\n
545<\/td>\nTable 1 Maximum Allowable Stress Values <\/td>\n<\/tr>\n
546<\/td>\nTable 2 Product Specifications <\/td>\n<\/tr>\n
547<\/td>\nTable 1 Maximum Allowable Stress Values
Table 2 Product Specifications <\/td>\n<\/tr>\n
561<\/td>\nFigure 1 Flow Chart of Calculational Procedure to Determine EAC Susceptibility <\/td>\n<\/tr>\n
562<\/td>\nFigure 2 Reference Fatigue Crack Growth Curves for Low Alloy Ferritic Material Susceptible to EAC in Water Environments <\/td>\n<\/tr>\n
563<\/td>\nFigure 3 Reference Fatigue Crack Growth Curves for Low Alloy Ferritic Material Not Susceptible to EAC in Water Environments <\/td>\n<\/tr>\n
568<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
573<\/td>\nTable 1 Maximum Allowable Stress and Strength Values <\/td>\n<\/tr>\n
576<\/td>\nFigure 1 Qualification Test Plate <\/td>\n<\/tr>\n
578<\/td>\nFigure 2 Temper Bead Welding for Ferritic Base Metals <\/td>\n<\/tr>\n
579<\/td>\nFigure 3 Temper Bead Welding of Dissimilar Materials <\/td>\n<\/tr>\n
582<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
584<\/td>\nTable 2 Examination Categories <\/td>\n<\/tr>\n
585<\/td>\nTable 3 Examination Categories <\/td>\n<\/tr>\n
591<\/td>\nTable 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. <\/td>\n<\/tr>\n
593<\/td>\nTable 1 Design Stress Intensity Values for SA-738 Grade B
Table 1M Design Stress Intensity Values for SA-738 Grade B <\/td>\n<\/tr>\n
602<\/td>\nTable I-1 Consequence Categories for Initiating Event Impact Group <\/td>\n<\/tr>\n
603<\/td>\nTable I-2 Guidelines for Assigning Consequence Categories to Failures Resulting in System or Train Loss <\/td>\n<\/tr>\n
604<\/td>\nTable I-3 Consequence Categories for Combination Impact Group <\/td>\n<\/tr>\n
605<\/td>\nTable 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 <\/td>\n<\/tr>\n
608<\/td>\nFigure 1 Overlay Configuration <\/td>\n<\/tr>\n
610<\/td>\nFigure 2 Overlay at Welding Neck Flange <\/td>\n<\/tr>\n
614<\/td>\nTable 1 RISC and Code Classifications <\/td>\n<\/tr>\n
615<\/td>\nTable 2 Paragraph Number Cross Reference for Use with Earlier Editions and Addenda <\/td>\n<\/tr>\n
619<\/td>\nTable 1 Susceptibility Criteria <\/td>\n<\/tr>\n
627<\/td>\nFigure 1 Minimum Weld Overlay Dimensions <\/td>\n<\/tr>\n
629<\/td>\nTable 1 Chemical Requirements
Table 2 Mechanical Property Requirements
Table 3 Yield Strength Sy, and Tensile Strength Su, ksi <\/td>\n<\/tr>\n
630<\/td>\nTable 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 <\/td>\n<\/tr>\n
635<\/td>\nTable 1 Visual Examinations <\/td>\n<\/tr>\n
640<\/td>\nFigure I-1 Allowable Number of Transients <\/td>\n<\/tr>\n
644<\/td>\nFigure 2-1 Definition of Circumferential Orientation for Flaw Characterization
Table 3-1 Reactor Vessel Head Penetration Nozzle Acceptance Criteria <\/td>\n<\/tr>\n
647<\/td>\nFigure A-2200-1 Flaw Characterization\u2014Circumferential Flaws
Figure A-2200-2 Flaw Characterization\u2014Axial Flaws <\/td>\n<\/tr>\n
650<\/td>\nTable 1 Personnel Performance Demonstration Detection Test Acceptance Criteria <\/td>\n<\/tr>\n
657<\/td>\nTable 1 Design Stress Intensity and Yield Strength Values <\/td>\n<\/tr>\n
660<\/td>\nFigure 1 Fatigue Design Curve Titanium Grade 1 For Temperatures Not Exceeding 600\u00b0F (316\u00b0C) <\/td>\n<\/tr>\n
661<\/td>\nFigure 2 Fatigue Design Curve Titanium Grade 2 For Temperatures Not Exceeding 600\u00b0F (316\u00b0C)
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 <\/td>\n<\/tr>\n
667<\/td>\nTable 1 Design Stress Intensity, Tensile and Yield Strength Values, U.S. Customary Units <\/td>\n<\/tr>\n
668<\/td>\nTable 1M Design Stress Intensity, Tensile and Yield Strength Values, SI <\/td>\n<\/tr>\n
670<\/td>\nFigure 1 Overall Methodology <\/td>\n<\/tr>\n
671<\/td>\nFigure 2 Illustration of Nonplanar Part-Through-Wall Degradation Due to Wall Thinning <\/td>\n<\/tr>\n
674<\/td>\nFigure 3 Allowable Wall Thickness and Length of Locally Thinned Area <\/td>\n<\/tr>\n
675<\/td>\nFigure 4 Illustration of Nonplanar Through-Wall Degradation Due to Wall Thinning <\/td>\n<\/tr>\n
676<\/td>\nFigure 5 Flaw Growth Rate for IGSCC in Austenitic Steels <\/td>\n<\/tr>\n
677<\/td>\nFigure 6 Flaw Growth Rate for TGSCC in Austenitic Steels <\/td>\n<\/tr>\n
680<\/td>\nTable 1 Pressure Retaining Welds Nozzle Inside-Radius Sections, and Reinforcing Plate Welds in PWR Stainless Steel Residual and Regenerative Heat Exchangers <\/td>\n<\/tr>\n
681<\/td>\nTable 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) <\/td>\n<\/tr>\n
686<\/td>\nTable 1 Product Specifications
Table 2 Maximum Allowable Stress Values
Table 3 Yield Strength Values <\/td>\n<\/tr>\n
688<\/td>\nTable 1 Degradation Mechanisms Criteria <\/td>\n<\/tr>\n
690<\/td>\nTable 2 Partial Examination Coverage Evaluation Process <\/td>\n<\/tr>\n
695<\/td>\nForm 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 \u2014 IGSCC Resistance <\/td>\n<\/tr>\n
696<\/td>\nFigure 2 Degradation Mechanisms <\/td>\n<\/tr>\n
699<\/td>\nFigure 3 Counterbore Transition Region <\/td>\n<\/tr>\n
701<\/td>\nTable 1 Susceptibility Criteria <\/td>\n<\/tr>\n
710<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
712<\/td>\nTable 2 Degradation Mechanisms <\/td>\n<\/tr>\n
713<\/td>\nTable 3 Degradation Mechanism Category <\/td>\n<\/tr>\n
715<\/td>\nTable II-1 Supporting Requirement as Defined in U.S. NRC Regulatory Guide 1.200, r1 <\/td>\n<\/tr>\n
720<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
724<\/td>\nTable 1 Maximum Allowable Stress Values
Table 1M Maximum Allowable Stress Values <\/td>\n<\/tr>\n
728<\/td>\nTable 1 Maximum Design Stress Intensity, Tensile Strength, and Yield Strength Values
Table 1M Maximum Design Stress Intensity, Tensile Strength, and Yield Strength Values <\/td>\n<\/tr>\n
730<\/td>\nTable 1 Examination Categories: Class 1 Power Reactor Vessel Upper Head <\/td>\n<\/tr>\n
732<\/td>\nFigure 1 PWR Reactor Vessel Upper Head Extent of Visual Examination <\/td>\n<\/tr>\n
733<\/td>\nFigure 2 Examination Volume for Nozzle Base Metal and Examination Area for Weld and Nozzle Base Metal <\/td>\n<\/tr>\n
740<\/td>\nFigure I-1 Circumferential Flaw Assumption for Elimination of Portions of the Required Examination Zone Above J-Groove Weld <\/td>\n<\/tr>\n
741<\/td>\nFigure I-2 Axial Flaw Assumption for Elimination of Portions of the Required Examination Zone Below J-Groove Weld <\/td>\n<\/tr>\n
742<\/td>\nFigure I-3 Axial Flaw Assumption for Elimination of Portions of the Required Examination Zone Below J-Groove Weld (Tensile Stress to Bottom of Nozzle) <\/td>\n<\/tr>\n
746<\/td>\nTable 1 Plant-specific Procedure Qualification or Alternative Testing Mockup Requirements <\/td>\n<\/tr>\n
747<\/td>\nTable 2 Prequalified Rolling Parameters
Table 3 Performance Demonstration Essential Variables <\/td>\n<\/tr>\n
748<\/td>\nFigure 1 Examination Volume for Stub-Tube-Type CRD Housings
Figure 2 Examination Volume for BWR\/6 CRD Housings <\/td>\n<\/tr>\n
754<\/td>\nFigure 1 Mechanical Connection Assembly <\/td>\n<\/tr>\n
758<\/td>\nFigure 1 Successive Examination Surface Proximity Rule for Piping Components
Table 1 Surface Proximity Rules for Successive Examinations of Piping Components <\/td>\n<\/tr>\n
759<\/td>\nTable 1 Maximum Allowable Stress Values
Table 1M Maximum Allowable Stress Values <\/td>\n<\/tr>\n
760<\/td>\nTable 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 <\/td>\n<\/tr>\n
765<\/td>\nTable 1 References for Alternative Editions and Addenda of Section XI <\/td>\n<\/tr>\n
770<\/td>\nFigure 1 Acceptance Examination Volume and Thickness Definitions <\/td>\n<\/tr>\n
771<\/td>\nFigure 2 Preservice and Inservice Examination Volume <\/td>\n<\/tr>\n
773<\/td>\nFigure I-1 Qualification Test Plate <\/td>\n<\/tr>\n
775<\/td>\nTable 1 Maximum Allowable Design Stress Values in Tension U.S. Customary Values for Material with 90 ksi Tensile Strength <\/td>\n<\/tr>\n
776<\/td>\nTable 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 <\/td>\n<\/tr>\n
777<\/td>\nTable 1 Maximum Allowable Stresses
Table 1M Maximum Allowable Stresses <\/td>\n<\/tr>\n
783<\/td>\nTable 1 Requirements for Data Acquisition
Table 2 Requirements for Data Analysis <\/td>\n<\/tr>\n
795<\/td>\nTable 1 Structural Factors for OWOL Limiting Flaw Assumption <\/td>\n<\/tr>\n
796<\/td>\nFigure 1 Examination Volume and Thickness Definitions <\/td>\n<\/tr>\n
799<\/td>\nFigure I-1 Qualification Test Plate <\/td>\n<\/tr>\n
815<\/td>\nTable -3131-1(a) Long-Term Allowable Stress, S, for Polyethylene (psi)
Table -3131-1(b )Long-term Allowable Stress, S, for Polyethylene (MPa) <\/td>\n<\/tr>\n
816<\/td>\nTable -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, \u03a9max
Table -3210-2(a) Soil Support Factor, Fs (in.) <\/td>\n<\/tr>\n
817<\/td>\nTable -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) <\/td>\n<\/tr>\n
818<\/td>\nTable -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 <\/td>\n<\/tr>\n
819<\/td>\nTable -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 <\/td>\n<\/tr>\n
820<\/td>\nFigure -4421.3-1 Tapered Transition Joint <\/td>\n<\/tr>\n
822<\/td>\nFigure -4520-1 Transition Flange Arrangement
Figure -5321-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross Section View) <\/td>\n<\/tr>\n
829<\/td>\nFigure I-105 Horizontal Axis Position <\/td>\n<\/tr>\n
830<\/td>\nFigure I-121-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross-Section View) <\/td>\n<\/tr>\n
831<\/td>\nFigure I-131.2 Tensile Full Thickness Impact Test Coupon Configuration
Table I-131.4 Testing Speed <\/td>\n<\/tr>\n
832<\/td>\nFigure I-131.7 Tensile Test Sample Evaluation Sample
Figure I-133.1 Bend Specimen
Figure I-221(b)-1 Minimum Melt Bead Size <\/td>\n<\/tr>\n
833<\/td>\nTable I-221(b)-1 Minimum Melt
Table I-221(b)-2 Maximum Heater Plate Removal Time for Pipe-to-Pipe Fusing <\/td>\n<\/tr>\n
834<\/td>\nFORM 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 <\/td>\n<\/tr>\n
835<\/td>\nFORM II-200 FUSION PROCEDURE SPECIFICATION <\/td>\n<\/tr>\n
836<\/td>\nFORM II-300 FUSION MACHINE OPERATOR PERFORMANCE QUALIFICATION (FPQ) TEST FORM <\/td>\n<\/tr>\n
837<\/td>\nTable III-1 PE Standards and Specifications Referenced in Text <\/td>\n<\/tr>\n
842<\/td>\nTable IV-121 Certification Requirements for Polyethylene Compound
Table IV-141.1 Minimum Quality Testing Requirements for Polyethylene Compound Lots <\/td>\n<\/tr>\n
843<\/td>\nTable 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 <\/td>\n<\/tr>\n
844<\/td>\nTable IV-142.2 Minimum Quality Testing Requirements for Polyethylene Material \u2014 Pipe <\/td>\n<\/tr>\n
846<\/td>\nTable A-110-1 Fusion Standards and Specifications Referenced in Text <\/td>\n<\/tr>\n
849<\/td>\nFigure B-1 Typical Time\/Pressure Diagram of a Butt Fusion Joint <\/td>\n<\/tr>\n
850<\/td>\nFigure B-2 Correct Procedure <\/td>\n<\/tr>\n
851<\/td>\nFigure B-3 Incorrect Procedures <\/td>\n<\/tr>\n
852<\/td>\nFigure C-1 Fusion Bead Configuration <\/td>\n<\/tr>\n
853<\/td>\nTable D-1 Standards and Specifications Referenced in Text
Table D-2 Seismic Strain Limits <\/td>\n<\/tr>\n
854<\/td>\nFigure E-1Polyethylene Material Organization Responsibilities per NCA-3970 <\/td>\n<\/tr>\n
860<\/td>\nTable 1 Material Specifications <\/td>\n<\/tr>\n
863<\/td>\nFigure 1.4.1 Geometry of Cylinders <\/td>\n<\/tr>\n
864<\/td>\nFigure 1.4.2 Sections Through Rings
Figure 1.4.3 Geometry of Conical Sections <\/td>\n<\/tr>\n
865<\/td>\nFigure 1.4.4 Stiffener Geometry for Eqs. 6.4(a)(6-6) and 6.4(b)(6-7) <\/td>\n<\/tr>\n
873<\/td>\nTable 2 Factor Ko <\/td>\n<\/tr>\n
878<\/td>\nTable 1 Reactor Water Environmental Fatigue Design Curves for Carbon and Low Alloy Steels for Temperatures Not Exceeding 700\u00b0F and N \u2264 106 Cycles <\/td>\n<\/tr>\n
879<\/td>\nTable 1M Reactor Water Environmental Fatigue Design Curves for Carbon and Low Alloy Steels for Temperatures Not Exceeding 371\u00b0C and N \u2264 106 Cycles
Table 2 Environmental Fatigue Design Curves for Types 304, 310, 316, and 348 Austenitic Stainless Steels for Temperatures Not Exceeding 800\u00b0F <\/td>\n<\/tr>\n
880<\/td>\nTable 2M Environmental Fatigue Design Curves for Types 304, 310, 316, and 348 Austenitic Stainless Steels for Temperatures Not Exceeding 427\u00b0C <\/td>\n<\/tr>\n
881<\/td>\nFigure 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\u00b0F (371\u00b0C) and N \u2264 106 Cycles Above 106 Cycles the Air Curve Can Be Used for Reactor Water <\/td>\n<\/tr>\n
882<\/td>\nFigure 3 Environmental Fatigue Design Curves for Types 304, 310, 316, and 348 Austenitic Stainless Steels for Temperatures Not Exceeding 800\u00b0F (427\u00b0C) <\/td>\n<\/tr>\n
892<\/td>\nFigure 1 Typical Inlay <\/td>\n<\/tr>\n
893<\/td>\nFigure 2 Typical Onlay <\/td>\n<\/tr>\n
896<\/td>\nFigure I-1 Qualification Test Plate <\/td>\n<\/tr>\n
897<\/td>\nTable 1 U.S. Customary Design Stress Intensity Values, Sm, ksi <\/td>\n<\/tr>\n
898<\/td>\nTable 1M Metric Design Stress Intensity Values, Sm, MPa <\/td>\n<\/tr>\n
901<\/td>\nTable 1 Prequalified Rolling Parameters
Table 2 Plant Specific Procedure Qualification Requirements <\/td>\n<\/tr>\n
902<\/td>\nTable 3 Performance Demonstration Essential Variables
Figure 1 Examination Volume for In-Core Housings (BWR\/2-6) <\/td>\n<\/tr>\n
903<\/td>\nFigure 2 Examination Volume for In-core Housings (ABWR) <\/td>\n<\/tr>\n
910<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
925<\/td>\nFigure 1 Examination Surface and Volume for Welds NPS 2 (DN 50) or Larger <\/td>\n<\/tr>\n
926<\/td>\nFigure 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 <\/td>\n<\/tr>\n
927<\/td>\nFigure 3 Examination Surface and Volume for Weld Inlay <\/td>\n<\/tr>\n
928<\/td>\nFigure 4 Examination Surface and Volume for Weld Inside Surface Onlay <\/td>\n<\/tr>\n
929<\/td>\nFigure 5(a) Examination Volume for Optimized Weld Overlays
Figure 5(b) Definition of Thickness t1 and t2 for Application of IWB-3514 Acceptance Standards <\/td>\n<\/tr>\n
930<\/td>\nFigure 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 <\/td>\n<\/tr>\n
936<\/td>\nTable 3.2.2-1 Detection Performance Criteria for Open (Non-blind) Procedure Demonstration <\/td>\n<\/tr>\n
937<\/td>\nTable 3.3.1-1 Eddy Current Blind Test Detection and False Call Criteria <\/td>\n<\/tr>\n
939<\/td>\nTable 1 Chemical Composition Requirements <\/td>\n<\/tr>\n
940<\/td>\nTable 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) <\/td>\n<\/tr>\n
941<\/td>\nTable 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) <\/td>\n<\/tr>\n
960<\/td>\nTable 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) <\/td>\n<\/tr>\n
961<\/td>\nTable 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) <\/td>\n<\/tr>\n
962<\/td>\nTable 4M Yield Strength Values Sy, For Ferrous Materials (Metric) <\/td>\n<\/tr>\n
965<\/td>\nFigure 1 Type A Reinforcing Sleeve <\/td>\n<\/tr>\n
966<\/td>\nFigure 2 Type B Reinforcing Sleeves <\/td>\n<\/tr>\n
967<\/td>\nFigure 3 Type A and Type B Sleeve Longitudinal Seams <\/td>\n<\/tr>\n
968<\/td>\nFigure 4 Bulge to Accommodate Girth Weld <\/td>\n<\/tr>\n
969<\/td>\nFigure 5 Design Details \u2014 Type B Full-Structural Sleeves <\/td>\n<\/tr>\n
975<\/td>\nFigure 1 Structural Pad <\/td>\n<\/tr>\n
976<\/td>\nFigure 2 Pressure Pad <\/td>\n<\/tr>\n
984<\/td>\nTable -2100-1 Tabulated Values of Sa, ksi (MPa), for Figures-2100-1 and -2100-1M <\/td>\n<\/tr>\n
985<\/td>\nTable -2100-2 Tabulated Values of Sa, ksi (MPa), for Figures-2100-2 and -2100-2M <\/td>\n<\/tr>\n
987<\/td>\nFigure -2100-1 Design Fatigue Curve for Carbon and Low Alloy Steels With UTS \u2264 80 ksi and Metal Temperatures Not Exceeding 700\u00b0F <\/td>\n<\/tr>\n
988<\/td>\nFigure -2100-1 MDesign Fatigue Curve for Carbon and Low Alloy Steels With UTS \u2264 552 MPa and Metal Temperatures Not Exceeding 370\u00b0C <\/td>\n<\/tr>\n
989<\/td>\nFigure -2100-2 Design Fatigue Curve for Austenitic Steels and Nickel-Chromium-Iron Alloy for Temperatures Not Exceeding 800\u00b0F <\/td>\n<\/tr>\n
990<\/td>\nFigure -2100-2M Design Fatigue Curve for Austenitic Steels and Nickel-Chromium-Iron Alloy for Temperatures Not Exceeding 425\u00b0C <\/td>\n<\/tr>\n
991<\/td>\nFigure -2600-1 Modified Strain Rate Calculation <\/td>\n<\/tr>\n
1009<\/td>\nFigure 1 Alternative Configuration for NPS 4 (DN 100) or Larger (1\/2 in. = 13 mm, 1\/4 in. = 6 mm) <\/td>\n<\/tr>\n
1015<\/td>\nFORM N-10 REPORT FOR REPAIRS TO STAMPED COMPONENTS* As Required by the Provisions of Section III, Division 1, Code and Code Case N-801 <\/td>\n<\/tr>\n
1017<\/td>\nTable N-10-1 Guide for Completing Form N-10 <\/td>\n<\/tr>\n
1021<\/td>\nTable 1 Depth Limitations for Underwater Welding Qualification
Figure 1 Qualification Test Plate <\/td>\n<\/tr>\n
1022<\/td>\nTable 2 References for Alternative Editions and Addenda of Section XI <\/td>\n<\/tr>\n
1023<\/td>\nFigure 2 Dry ULBW <\/td>\n<\/tr>\n
1030<\/td>\nFigure 1 Illustration of Metal Loss Regions Due to Concurrent Internal and External Corrosion <\/td>\n<\/tr>\n
1034<\/td>\nFigure 2 Illustration of Local Metal Loss Region <\/td>\n<\/tr>\n
1035<\/td>\nFigure 3 Geometry and Nomenclature for an Elbow and Bend <\/td>\n<\/tr>\n
1036<\/td>\nFigure 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 <\/td>\n<\/tr>\n
1037<\/td>\nTable 1 Values of Allowable Wall Thickness and Length of Local Metal Loss Region of Figure 5 <\/td>\n<\/tr>\n
1039<\/td>\nFigure 6 Separation Requirements for Adjacent Local Metal Loss Regions with Unlimited Circumferential Extent <\/td>\n<\/tr>\n
1040<\/td>\nFigure 7 Illustration of Local Metal Loss Region on the Inside Surface of a Pipe With a Shifted Neutral Axis <\/td>\n<\/tr>\n
1045<\/td>\nFigure I-1 Inspection Planes for Straight Sections of Pipe <\/td>\n<\/tr>\n
1046<\/td>\nFigure I-2 Inspection Planes and Paths for Elbows and Bends <\/td>\n<\/tr>\n
1047<\/td>\nFigure I-3 Illustration of Method of Determining Critical Thickness Profiles <\/td>\n<\/tr>\n
1051<\/td>\nFigure 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) <\/td>\n<\/tr>\n
1052<\/td>\nFigure A-3 Illustration of Soil and Surface Load Parameters
Figure A-4 Illustration of Total Bedding Angle <\/td>\n<\/tr>\n
1053<\/td>\nTable A-1 Modulus of Soil Reaction, E\u2032
Table A-2 Bedding Constant, K <\/td>\n<\/tr>\n
1056<\/td>\nFigure 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 <\/td>\n<\/tr>\n
1058<\/td>\nTable 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) <\/td>\n<\/tr>\n
1059<\/td>\nTable 3 Standards and Specifications Referenced in Text <\/td>\n<\/tr>\n
1064<\/td>\nFigure 1 Reference Fatigue Crack Growth Rate for Wrought Austenitic Stainless Steels in Pressurized Water Reactor Environments <\/td>\n<\/tr>\n
1065<\/td>\nFigure 1M Reference Fatigue Crack Growth Rate for Wrought Austenitic Stainless Steels in Pressurized Water Reactor Environments <\/td>\n<\/tr>\n
1069<\/td>\nFigure 1 Alternate Creep-fatigue Damage Envelope for 9Cr-1Mo-V For Use with T-1433(a) Step 5(b) <\/td>\n<\/tr>\n
1077<\/td>\nFigure -4622.9(d)(1)-1 Dissimilar Metal Repair Cavity Measurement <\/td>\n<\/tr>\n
1082<\/td>\nFigure 1 Flaw Configuration <\/td>\n<\/tr>\n
1085<\/td>\nTable I-1 Personnel Performance Demonstration Detection Test Acceptance Criteria
Table I-2 Personnel Performance Demonstration Flaw Evaluation Acceptance Criteria <\/td>\n<\/tr>\n
1087<\/td>\nTable II-1 Subsurface Flaw Acceptance Criteria <\/td>\n<\/tr>\n
1096<\/td>\nTable 1 Visual Examinations <\/td>\n<\/tr>\n
1102<\/td>\nFigure 1 Vessel Shell Circumferential Weld Joints (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
1103<\/td>\nFigure 2 Vessel Shell Longitudinal Weld Joints (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
1104<\/td>\nFigure 3 Spherical Vessel Head Circumferential and Meridional Weld Joints (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
1105<\/td>\nFigure 4 Shell-to-Flange Weld Joint (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
1106<\/td>\nFigure 5 Head-to-Flange Weld Joint (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
1107<\/td>\nFigure 6 Typical Tubesheet-to-Head Weld Joints (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
1111<\/td>\nFigure 1 Qualification Test Plate and Automatic or Machine (GTAW) Temper Bead Cladding Repair <\/td>\n<\/tr>\n
1118<\/td>\nTable 1 Performance Demonstration Detection Test Acceptance Criteria <\/td>\n<\/tr>\n
1128<\/td>\nTable 1 Maximum Tolerable Flaw Depth-to-Thickness for Circumferential Flaws (Level A Conditions) <\/td>\n<\/tr>\n
1129<\/td>\nTable 2 Maximum Tolerable Flaw Depth-to-Thickness for Circumferential Flaws (Level B Conditions) <\/td>\n<\/tr>\n
1130<\/td>\nTable 3 Maximum Tolerable Flaw Depth-to-Thickness for Circumferential Flaws (Level C & D Conditions) <\/td>\n<\/tr>\n
1131<\/td>\nTable 4 Maximum Tolerable Flaw Depth-To-Thickness For Axial Flaws(Service Levels A, B, C, and D Conditions) <\/td>\n<\/tr>\n
1144<\/td>\nTable 1 Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n
1152<\/td>\nTable 1 Maximum Notch Dimensions <\/td>\n<\/tr>\n
1162<\/td>\nTable 1 Examination Categories <\/td>\n<\/tr>\n
1163<\/td>\nFigure 1A Cross Section of Typical Dissimilar Metal EWR
Figure 1B Cross Section of Typical Similar-Metal EWR <\/td>\n<\/tr>\n
1164<\/td>\nFigure 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 <\/td>\n<\/tr>\n
1165<\/td>\nFigure 4 Thickness t1 and t2 for Application of IWB-3514 Acceptance Standards
Figure 5 Preservice and Inservice Examination Surface and Examination Volume <\/td>\n<\/tr>\n
1171<\/td>\nFigure 1 Configuration and Determination of Relevant Dimensions of a Quasi-Laminar Flaw <\/td>\n<\/tr>\n
1172<\/td>\nFigure 2 Configuration and Determination of Relevant Dimensions of Multiple Quasi-Laminar Flaws <\/td>\n<\/tr>\n
1173<\/td>\nFigure 3 Proximity Rules for Multiple Quasi-Laminar Flaws <\/td>\n<\/tr>\n
1174<\/td>\nFigure 4 Configurations of Overlapping Flaws <\/td>\n<\/tr>\n
1175<\/td>\nFigure 5 Bounding Box of the Combined Flaw for Multiple Quasi-Laminar Flaws <\/td>\n<\/tr>\n
1176<\/td>\nFigure 6 Proximity and Characterization Requirements for Planar and Quasi-Laminar Flaws <\/td>\n<\/tr>\n
1177<\/td>\nFigure 7 Flow Chart for the Characterization of Multiple Quasi-Laminar Flaws <\/td>\n<\/tr>\n
1190<\/td>\nFigure 1 Typical Full Penetration Branch Connection <\/td>\n<\/tr>\n
1191<\/td>\nFigure 2 Typical Branch Connection Weld Metal Buildup (BCWMB)
Figure 3 Modified Configuration With BCWMB and Partial Penetration Nozzle to BCWMB Weld <\/td>\n<\/tr>\n
1192<\/td>\nFigure 4 Postulated Flaw for Crack Growth Calculation
Figure 5 BCWMB Design and Analyses Requirements <\/td>\n<\/tr>\n
1193<\/td>\nFigure 6 Surface and Volumetric Acceptance Examination for BCWMB Prior to Nozzle Welding
Figure 7 BCWMB Preservice Inspection and Inservice Inspection Examination <\/td>\n<\/tr>\n
1207<\/td>\nFigure 1 Strain Limits Pass\/Fail Criteria Illustrated
Figure 2 Weld Region Model Boundaries <\/td>\n<\/tr>\n
1211<\/td>\nFigure 1 Weld Region Model Boundaries <\/td>\n<\/tr>\n
1215<\/td>\nTable 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) <\/td>\n<\/tr>\n
1218<\/td>\nTable 1 Practical Examination NDE Techniques <\/td>\n<\/tr>\n
1224<\/td>\nTable 1 Product Specifications
Table 2 Design Stress Intensity Values and Yield and Tensile Strength Values for Section III, Division 5, Class A <\/td>\n<\/tr>\n
1225<\/td>\nTable 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 <\/td>\n<\/tr>\n
1226<\/td>\nTable 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 <\/td>\n<\/tr>\n
1227<\/td>\nTable 4M Thermal Expansion for Alloy 617
Table 5 Nominal Coefficients of Thermal Conductivity and Thermal Diffusivity for Alloy 617 <\/td>\n<\/tr>\n
1228<\/td>\nTable 5M Nominal Coefficients of Thermal Conductivity and Thermal Diffusivity for Alloy 617 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC CODE CASES: Nuclear Components-2017<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2017<\/td>\n1229<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":374433,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-374431","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/374431","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/374433"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=374431"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=374431"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=374431"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}