{"id":363452,"date":"2024-10-20T01:45:43","date_gmt":"2024-10-20T01:45:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-xi-2017\/"},"modified":"2024-10-26T02:45:31","modified_gmt":"2024-10-26T02:45:31","slug":"asme-bpvc-xi-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-xi-2017\/","title":{"rendered":"ASME BPVC XI 2017"},"content":{"rendered":"

None<\/p>\n

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
77<\/td>\nIWA-1600-1 Referenced Standards and Specifications <\/td>\n<\/tr>\n
81<\/td>\nIWA-2211-1 Visual Examinations <\/td>\n<\/tr>\n
84<\/td>\nIWA-2322-1 Near\u2010Distance Acuity Test Distances and Character Heights <\/td>\n<\/tr>\n
86<\/td>\nIWA-2324-1 Practical Examination NDE Techniques <\/td>\n<\/tr>\n
90<\/td>\nIWA-3310-1 Surface Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface <\/td>\n<\/tr>\n
92<\/td>\nIWA-3320-1 Subsurface Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface <\/td>\n<\/tr>\n
93<\/td>\nIWA-3320-2 Successive Examination Surface Proximity Rule for Class 1 and Class 2 Vessels <\/td>\n<\/tr>\n
94<\/td>\nIWA-3330-1 Multiple Planar Flaws Oriented in Plane Normal to Pressure-Retaining Surface <\/td>\n<\/tr>\n
95<\/td>\nIWA-3340-1 Nonplanar Elliptical Subsurface Flaws <\/td>\n<\/tr>\n
96<\/td>\nIWA-3350-1 Parallel Planar Flaws <\/td>\n<\/tr>\n
97<\/td>\nIWA-3360-1 Laminar Flaws <\/td>\n<\/tr>\n
98<\/td>\nIWA-3380-1 Nonaligned Coplanar Flaws in Plane Normal to Pressure-Retaining Surface <\/td>\n<\/tr>\n
99<\/td>\nIWA-3390-1 Multiple Aligned Planar Flaws (1\/2 in. = 13 mm) <\/td>\n<\/tr>\n
100<\/td>\nIWA-3400-1 Linear Surface Flaws <\/td>\n<\/tr>\n
112<\/td>\nIWA-4461.1-1 Minimum Preheat Temperature, \u00b0F (\u00b0C) <\/td>\n<\/tr>\n
120<\/td>\nIWA-4662.1-1 Depth Limitations for Underwater Welding Qualification <\/td>\n<\/tr>\n
121<\/td>\nIWA-4663.1-1 Carbon Equivalency Calculation
IWA-4662.1-2 Procedure and Performance Qualification \u2014 Position Limitations <\/td>\n<\/tr>\n
128<\/td>\nIWA-4712.2-1 Examples of Extension and Recess of Tube and Plug <\/td>\n<\/tr>\n
146<\/td>\nIWB-2411-1 Inspection Program <\/td>\n<\/tr>\n
151<\/td>\nIWB-2500-1 (B-A) Examination Category B-A, Pressure-Retaining Welds in Reactor Vessel <\/td>\n<\/tr>\n
152<\/td>\nIWB-2500-1 (B-B) Examination Category B-B, Pressure-Retaining Welds in Vessels Other Than Reactor Vessels <\/td>\n<\/tr>\n
154<\/td>\nIWB-2500-1 (B-D) Examination Category B-D, Full Penetration Welded Nozzles in Vessels <\/td>\n<\/tr>\n
155<\/td>\nIWB-2500-1 (B-F) Examination Category B-F, Pressure-Retaining Dissimilar Metal Welds in Vessel Nozzles <\/td>\n<\/tr>\n
156<\/td>\nIWB-2500-1 (B-G-1) Examination Category B-G-1, Pressure-Retaining Bolting, Greater Than 2 in. (50 mm) in Diameter <\/td>\n<\/tr>\n
159<\/td>\nIWB-2500-1 (B-G-2) Examination Category B-G-2, Pressure-Retaining Bolting, 2 in. (50 mm) and Less in Diameter <\/td>\n<\/tr>\n
160<\/td>\nIWB-2500-1 (B-J) Examination Category B-J, Pressure-Retaining Welds in Piping <\/td>\n<\/tr>\n
162<\/td>\nIWB-2500-1 (B-K) Examination Category B-K, Welded Attachments for Vessels, Piping, Pumps, and Valves <\/td>\n<\/tr>\n
164<\/td>\nIWB-2500-1 (B-L-2, B-M-2) Examination Categories B-L-2, Pump Casings; B-M-2, Valve Bodies <\/td>\n<\/tr>\n
165<\/td>\nIWB-2500-1 (B-N-1, B-N-2, B-N-3) Examination Categories B-N-1, Interior of Reactor Vessel; B-N-2, Welded Core Support Structures and Interior Attachments to Reactor Vessels; B-N-3, Removable Core Support Structures <\/td>\n<\/tr>\n
166<\/td>\nIWB-2500-1 (B-O) Examination Category B-O, Pressure-Retaining Welds in Control Rod Drive and Instrument Nozzle Housings <\/td>\n<\/tr>\n
167<\/td>\nIWB-2500-1 (B-P) Examination Category B-P, All Pressure-Retaining Components <\/td>\n<\/tr>\n
168<\/td>\nIWB-2500-1 (B-Q) Examination Category B-Q, Steam Generator Tubing <\/td>\n<\/tr>\n
169<\/td>\nIWB-2500-1 Vessel Shell Circumferential Weld Joints <\/td>\n<\/tr>\n
170<\/td>\nIWB-2500-2 Vessel Shell Longitudinal Weld Joints <\/td>\n<\/tr>\n
171<\/td>\nIWB-2500-3 Spherical Vessel Head Circumferential and Meridional Weld Joints <\/td>\n<\/tr>\n
172<\/td>\nIWB-2500-4 Shell\u2010to\u2010Flange Weld Joint <\/td>\n<\/tr>\n
173<\/td>\nIWB-2500-5 Head\u2010to\u2010Flange Weld Joint <\/td>\n<\/tr>\n
174<\/td>\nIWB-2500-6 Typical Tubesheet\u2010to\u2010Head Weld Joints <\/td>\n<\/tr>\n
175<\/td>\nIWB-2500-7(a) Nozzle in Shell or Head <\/td>\n<\/tr>\n
176<\/td>\nIWB-2500-7(b) Nozzle in Shell or Head <\/td>\n<\/tr>\n
177<\/td>\nIWB-2500-7(c) Nozzle in Shell or Head <\/td>\n<\/tr>\n
178<\/td>\nIWB-2500-7(d) Nozzle in Shell or Head <\/td>\n<\/tr>\n
179<\/td>\nIWB-2500-8 Similar and Dissimilar Metal Welds in Components, Nozzles, and Piping <\/td>\n<\/tr>\n
182<\/td>\nIWB-2500-9 Pipe Branch Connection <\/td>\n<\/tr>\n
183<\/td>\nIWB-2500-10 Pipe Branch Connection <\/td>\n<\/tr>\n
184<\/td>\nIWB-2500-11 Pipe Branch Connection <\/td>\n<\/tr>\n
185<\/td>\nIWB-2500-12(a) Stud and Threads in Flange Stud Hole <\/td>\n<\/tr>\n
186<\/td>\nIWB-2500-12(b) Pressure-Retaining Bolts <\/td>\n<\/tr>\n
187<\/td>\nIWB-2500-12(c) Pressure-Retaining Bolts <\/td>\n<\/tr>\n
188<\/td>\nIWB-2500-13 Welded Attachment <\/td>\n<\/tr>\n
189<\/td>\nIWB-2500-14 Welded Attachment <\/td>\n<\/tr>\n
190<\/td>\nIWB-2500-15 Welded Attachment <\/td>\n<\/tr>\n
191<\/td>\nIWB-2500-18 Control Rod Drive and Instrument Nozzle Housing Welds <\/td>\n<\/tr>\n
192<\/td>\nIWB-2500-20 Extent of Weld Examination <\/td>\n<\/tr>\n
196<\/td>\nIWB-3410-1 Acceptance Standards <\/td>\n<\/tr>\n
197<\/td>\nIWB-3510-1 Allowable Planar Flaws
IWB-3510-2 Allowable Laminar Flaws <\/td>\n<\/tr>\n
198<\/td>\nIWB-3510-3 Allowable Linear Flaws <\/td>\n<\/tr>\n
199<\/td>\nIWB-3512-1 Allowable Planar Flaws
IWB-3512-2 Component Thickness Versus Flaw Location <\/td>\n<\/tr>\n
200<\/td>\nIWB-3514-1 Allowable Planar Flaws <\/td>\n<\/tr>\n
201<\/td>\nIWB-3514-2 Allowable Linear Flaws <\/td>\n<\/tr>\n
202<\/td>\nIWB-3514-3 Allowable Laminar Flaws
IWB-3514-4 Allowable Linear Flaws <\/td>\n<\/tr>\n
203<\/td>\nIWB-3515-1 Allowable Planar Flaws <\/td>\n<\/tr>\n
205<\/td>\nIWB-3519.2-1 Allowable Planar Flaws <\/td>\n<\/tr>\n
206<\/td>\nIWB-3519.2-2 Allowable Planar Flaws <\/td>\n<\/tr>\n
208<\/td>\nIWB-3610-1 Characterization and Proximity Rules for Analytical Evaluation of Clad Components <\/td>\n<\/tr>\n
210<\/td>\nIWB-3662-1 Definition of Circumferential Orientation for Flaw Characterization <\/td>\n<\/tr>\n
211<\/td>\nIWB-3663-1 Reactor Vessel Head Penetration Nozzle Acceptance Criteria <\/td>\n<\/tr>\n
213<\/td>\nIWB-5230-1 Test Pressure <\/td>\n<\/tr>\n
216<\/td>\nIWC-2411-1 Inspection Program <\/td>\n<\/tr>\n
220<\/td>\nIWC-2500-1 (C-A) Examination Category C-A, Pressure-Retaining Welds in Pressure Vessels <\/td>\n<\/tr>\n
221<\/td>\nIWC-2500-1 (C-B) Examination Category C-B, Pressure-Retaining Nozzle Welds in Pressure Vessels <\/td>\n<\/tr>\n
222<\/td>\nIWC-2500-1 (C-C) Examination Category C-C, Welded Attachments for Pressure Vessels , Piping, Pumps, and Valves <\/td>\n<\/tr>\n
223<\/td>\nIWC-2500-1 (C-D) Examination Category C-D, Pressure-Retaining Bolting Greater Than 2 in. (50 mm) in Diameter <\/td>\n<\/tr>\n
224<\/td>\nIWC-2500-1 (C-F-1) Examination Category C-F-1, Pressure-Retaining Welds in Austenitic Stainless Steel or High Alloy Piping <\/td>\n<\/tr>\n
225<\/td>\nIWC-2500-1 (C-F-2) Examination Category C-F-2, Pressure-Retaining Welds in Carbon or Low Alloy Steel Piping <\/td>\n<\/tr>\n
227<\/td>\nIWC-2500-1 (C-H) Examination Category C-H, All Pressure-Retaining Components <\/td>\n<\/tr>\n
228<\/td>\nIWC-2500-1 Vessel Circumferential Welds <\/td>\n<\/tr>\n
229<\/td>\nIWC-2500-2 Typical Tubesheet\u2010to\u2010Shell Circumferential Welds <\/td>\n<\/tr>\n
230<\/td>\nIWC-2500-3 Nozzle\u2010to\u2010Vessel Welds <\/td>\n<\/tr>\n
231<\/td>\nIWC-2500-4 Nozzle\u2010to\u2010Vessel Welds <\/td>\n<\/tr>\n
235<\/td>\nIWC-2500-5 Welded Attachments <\/td>\n<\/tr>\n
236<\/td>\nIWC-2500-6(a) Pressure-Retaining Bolting <\/td>\n<\/tr>\n
237<\/td>\nIWC-2500-6(b) Pressure-Retaining Bolting <\/td>\n<\/tr>\n
238<\/td>\nIWC-2500-6(c) Pressure-Retaining Bolting <\/td>\n<\/tr>\n
239<\/td>\nIWC-2500-7 Welds in Piping <\/td>\n<\/tr>\n
241<\/td>\nIWC-2500-9 Branch Connection Welds <\/td>\n<\/tr>\n
242<\/td>\nIWC-2500-10 Pipe Branch Connection <\/td>\n<\/tr>\n
243<\/td>\nIWC-2500-11 Pipe Branch Connection <\/td>\n<\/tr>\n
244<\/td>\nIWC-2500-12 Pipe Branch Connection <\/td>\n<\/tr>\n
245<\/td>\nIWC-2500-13 Pipe Branch Connection <\/td>\n<\/tr>\n
248<\/td>\nIWC-3410-1 Acceptance Standards <\/td>\n<\/tr>\n
249<\/td>\nIWC-3510-1 Allowable Planar Flaws
IWC-3510-2 Allowable Laminar Flaws <\/td>\n<\/tr>\n
250<\/td>\nIWC-3510-3 Allowable Linear Flaws
IWC-3511-1 Allowable Planar Flaws <\/td>\n<\/tr>\n
251<\/td>\nIWC-3511-2 Allowable Linear Flaws
IWC-3513-1 Allowable Planar Flaws <\/td>\n<\/tr>\n
253<\/td>\nIWC-3514-1 Allowable Planar Flaws <\/td>\n<\/tr>\n
259<\/td>\nIWD-2411-1 Inspection Program <\/td>\n<\/tr>\n
262<\/td>\nIWD-2500-1 (D-A) Examination Category D-A, Welded Attachments for Pressure Vessels , Piping, Pumps, and Valves <\/td>\n<\/tr>\n
263<\/td>\nIWD-2500-1 (D-B) Examination Category D-B, All Pressure-Retaining Components <\/td>\n<\/tr>\n
264<\/td>\nIWD-2500-1 Welded Attachments <\/td>\n<\/tr>\n
266<\/td>\nIWD-3410-1 Acceptance Standards <\/td>\n<\/tr>\n
274<\/td>\nIWE-2411-1 Inspection Program <\/td>\n<\/tr>\n
276<\/td>\nIWE-2500-1 (E-A) Examination Category E-A, Containment Surfaces <\/td>\n<\/tr>\n
278<\/td>\nIWE-2500-1 (E-C) Examination Category E-C, Containment Surfaces Requiring Augmented Examination <\/td>\n<\/tr>\n
279<\/td>\nIWE-2500-1 (E-G) Examination Category E-G, Pressure-Retaining Bolting <\/td>\n<\/tr>\n
280<\/td>\nIWE-2500-1 Examination Areas for Moisture Barriers <\/td>\n<\/tr>\n
287<\/td>\nIWF-1300-1 Illustrations of Typical Support Examination Boundaries <\/td>\n<\/tr>\n
289<\/td>\nIWF-2410-1 Inspection Program <\/td>\n<\/tr>\n
292<\/td>\nIWF-2500-1 (F-A) Examination Category F-A, Supports <\/td>\n<\/tr>\n
299<\/td>\nIWL-2500-1 (L-A) Examination Category L\u2010A, Concrete <\/td>\n<\/tr>\n
300<\/td>\nIWL-2500-1 (L-B) Examination Category L\u2010B, Unbound Post-Tensioning System <\/td>\n<\/tr>\n
302<\/td>\nIWL-2521-1 Number of Tendons for Examination <\/td>\n<\/tr>\n
303<\/td>\nIWL-2521-2 Augmented Examination Requirements Following Post\u2010Tensioning System Repair\/Replacement Activities <\/td>\n<\/tr>\n
305<\/td>\nIWL-2525-1 Corrosion Protection Medium Analysis <\/td>\n<\/tr>\n
312<\/td>\nI-2000-1 Required Supplements <\/td>\n<\/tr>\n
315<\/td>\nI-3200-1 Ferritic, Austenitic, or Dissimilar Metal Weld <\/td>\n<\/tr>\n
318<\/td>\nI-S4 Alternative Calibration Block <\/td>\n<\/tr>\n
322<\/td>\nNIS-2 Owner\u2019s Repair\/Replacement Certification Record <\/td>\n<\/tr>\n
323<\/td>\nII-1 Guide for Completing Form NIS-2 <\/td>\n<\/tr>\n
324<\/td>\nOAR-1 Owner\u2019s Activity Report <\/td>\n<\/tr>\n
326<\/td>\nII-2 Guide for Completing Form OAR-1 <\/td>\n<\/tr>\n
328<\/td>\nIII-2120-1 Maximum Nominal Search Unit Sizes <\/td>\n<\/tr>\n
332<\/td>\nIII-3430-1 Allowable Notch Configurations <\/td>\n<\/tr>\n
333<\/td>\nIII-3430-1 Surface Notch Depths for Ultrasonic Calibration <\/td>\n<\/tr>\n
334<\/td>\nIII-3430-2 Recommended Design for Basic Calibration Blocks <\/td>\n<\/tr>\n
341<\/td>\nIV-3110-1 <\/td>\n<\/tr>\n
345<\/td>\n2.3.2-1 Instrument Linearity <\/td>\n<\/tr>\n
349<\/td>\n3.2.2-1 Detection Performance Criteria for Open (Nonblind) Procedure Demonstration <\/td>\n<\/tr>\n
350<\/td>\n3.3-1 Eddy Current Blind Test Detection and False Call Criteria <\/td>\n<\/tr>\n
351<\/td>\nIV Supplement A Data Acquisition Procedure Specification <\/td>\n<\/tr>\n
352<\/td>\nIV Supplement B Data Analysis Procedure Specification <\/td>\n<\/tr>\n
362<\/td>\nVII-4110-1 Required Experience for Initial Certification for Ultrasonic Examination (Hours) <\/td>\n<\/tr>\n
363<\/td>\nVII-4220-1 Initial Training Hours (Classroom\/Laboratory) <\/td>\n<\/tr>\n
371<\/td>\nVIII-3110-1 Component Qualification Supplements <\/td>\n<\/tr>\n
377<\/td>\nVIII-S1-1A System Configuration <\/td>\n<\/tr>\n
378<\/td>\nVIII-S1-1B Test Configuration <\/td>\n<\/tr>\n
379<\/td>\nVIII-S1-2A Frequency Response Curve <\/td>\n<\/tr>\n
380<\/td>\nVIII-S2-1 Performance Demonstration Detection Test Acceptance Criteria <\/td>\n<\/tr>\n
381<\/td>\nVIII-S4-1 Personnel Detection Test Acceptance Criteria <\/td>\n<\/tr>\n
383<\/td>\nVIII-S5-1 Misorientation Angle <\/td>\n<\/tr>\n
384<\/td>\nVIII-S5-2 Flaw Distribution Zones <\/td>\n<\/tr>\n
386<\/td>\nVIII-S6-1 Detection and Sizing Test Flaws and Locations <\/td>\n<\/tr>\n
387<\/td>\nVIII-S6-1 Definition of Statistical Parameters <\/td>\n<\/tr>\n
389<\/td>\nVIII-S8-1 Maximum Notch Dimensions <\/td>\n<\/tr>\n
392<\/td>\nVIII-S10-1 Personnel Performance Demonstration Detection Test Acceptance Criteria <\/td>\n<\/tr>\n
398<\/td>\nX-1 Standard Units for Use in Equations <\/td>\n<\/tr>\n
406<\/td>\nA-3100-1 Elliptical Flaw Models <\/td>\n<\/tr>\n
407<\/td>\nA-3210-1 Definition of x Distance Through the Wall for the Surface Flaws <\/td>\n<\/tr>\n
408<\/td>\nA-3210-2 Definition of x Distance for the Subsurface Flaw Stress Definition <\/td>\n<\/tr>\n
409<\/td>\nA-3210-3 Linearization of Stress Versus Distance Through the Wall <\/td>\n<\/tr>\n
417<\/td>\nA-3530-1 Cylindrical Flaw Geometry
A-3531-1 360-deg Inside Surface Flaw Geometry <\/td>\n<\/tr>\n
418<\/td>\nA-3531-1 Coefficients for 360-deg Circumferential Inside Surface Flaw Equation <\/td>\n<\/tr>\n
422<\/td>\nA-3532-1 Coefficients for Semielliptical Circumferential Inside Surface Flaw Equations, Deepest Point (Point 1) <\/td>\n<\/tr>\n
423<\/td>\nA-3532-2 Coefficients for Semielliptical Circumferential Inside Surface Flaw Equations, Surface Point (Point 2) <\/td>\n<\/tr>\n
424<\/td>\nA-3550-1 Axial Inside Surface Flaw in a Cylinder
A-3551-1 Axial Inside Surface Flaw With a\/\u2113 = 0 in a Cylinder <\/td>\n<\/tr>\n
435<\/td>\nA-3560-1 Axial Outside Surface Flaw in a Cylinder <\/td>\n<\/tr>\n
436<\/td>\nA-3561-1 Axial Outside Surface Flaw With a\/\u2113 = 0 in a Cylinder <\/td>\n<\/tr>\n
447<\/td>\nA-3610-1 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.0 <\/td>\n<\/tr>\n
449<\/td>\nA-3610-2 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.1 <\/td>\n<\/tr>\n
451<\/td>\nA-3610-3 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.2 <\/td>\n<\/tr>\n
453<\/td>\nA-3610-4 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.3 <\/td>\n<\/tr>\n
455<\/td>\nA-3610-5 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.4 <\/td>\n<\/tr>\n
457<\/td>\nA-3610-6 Coefficients G0 Through G4 for Subsurface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.5 <\/td>\n<\/tr>\n
458<\/td>\nA-3620-1 Coefficients G0 Through G4 for Flat Plate Surface Crack With Flaw Aspect Ratio, a\/\u2113 = 0.0 <\/td>\n<\/tr>\n
459<\/td>\nA-3620-2 Coefficients G0 Through G4 for Flat Plate Surface Crack at Point 1 <\/td>\n<\/tr>\n
461<\/td>\nA-3620-3 Coefficients G0 Through G4 for Flat Plate Surface Crack at Point 2 <\/td>\n<\/tr>\n
463<\/td>\nA-3630-1 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 1), Deepest Point (Point 1) <\/td>\n<\/tr>\n
464<\/td>\nA-3630-2 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 1), Surface Point (Point 2) <\/td>\n<\/tr>\n
465<\/td>\nA-3630-3 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 5), Deepest Point (Point 1) <\/td>\n<\/tr>\n
466<\/td>\nA-3630-4 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 5), Surface Point (Point 2) <\/td>\n<\/tr>\n
467<\/td>\nA-3630-5 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 10), Deepest Point (Point 1) <\/td>\n<\/tr>\n
468<\/td>\nA-3630-6 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 10), Surface Point (Point 2) <\/td>\n<\/tr>\n
469<\/td>\nA-3630-7 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 20), Deepest Point (Point 1) <\/td>\n<\/tr>\n
470<\/td>\nA-3630-8 Coefficients Gi for Circumferential Semielliptical Inside Surface Flaw (Ri\/t = 20), Surface Point (Point 2) <\/td>\n<\/tr>\n
471<\/td>\nA-3650-1 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 1), Deepest Point (Point 1) <\/td>\n<\/tr>\n
472<\/td>\nA-3650-2 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 1), Surface Point (Point 2) <\/td>\n<\/tr>\n
473<\/td>\nA-3650-3 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 5), Deepest Point (Point 1) <\/td>\n<\/tr>\n
474<\/td>\nA-3650-4 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 5), Surface Point (Point 2) <\/td>\n<\/tr>\n
475<\/td>\nA-3650-5 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 10), Deepest Point (Point 1) <\/td>\n<\/tr>\n
476<\/td>\nA-3650-6 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 10), Surface Point (Point 2) <\/td>\n<\/tr>\n
477<\/td>\nA-3650-7 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 20), Deepest Point (Point 1) <\/td>\n<\/tr>\n
478<\/td>\nA-3650-8 Coefficients Gi for Axial Semielliptical Inside Surface Flaw (Ri\/t = 20), Surface Point (Point 2) <\/td>\n<\/tr>\n
479<\/td>\nA-3660-1 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 1), Deepest Point (Point 1) <\/td>\n<\/tr>\n
480<\/td>\nA-3660-2 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 1), Surface Point (Point 2) <\/td>\n<\/tr>\n
481<\/td>\nA-3660-3 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 5), Deepest Point (Point 1) <\/td>\n<\/tr>\n
482<\/td>\nA-3660-4 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 5), Surface Point (Point 2) <\/td>\n<\/tr>\n
483<\/td>\nA-3660-5 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 10), Deepest Point (Point 1) <\/td>\n<\/tr>\n
484<\/td>\nA-3660-6 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 10), Surface Point (Point 2) <\/td>\n<\/tr>\n
485<\/td>\nA-3660-7 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 20), Deepest Point (Point 1) <\/td>\n<\/tr>\n
486<\/td>\nA-3660-8 Coefficients Gi for Axial Semielliptical Outside Surface Flaw (Ri\/t = 20), Surface Point (Point 2) <\/td>\n<\/tr>\n
491<\/td>\nA-4200-1 Lower Bound KIa and KIc Test Data for SA-533 Grade B Class 1, SA-508 Class 2, and SA-508 Class 3 Steels <\/td>\n<\/tr>\n
492<\/td>\nA-4200-1M Lower Bound KIa and KIc Test Data for SA-533 Grade B Class 1, SA-508 Class 2, and SA-508 Class 3 Steels <\/td>\n<\/tr>\n
493<\/td>\nA-4300-1 Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Air Environments (Subsurface Flaws) <\/td>\n<\/tr>\n
494<\/td>\nA-4300-1M Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Air Environments (Subsurface Flaws) <\/td>\n<\/tr>\n
495<\/td>\nA-4300-2 Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Water Environments <\/td>\n<\/tr>\n
496<\/td>\nA-4300-2M Reference Fatigue Crack Growth Curves for Carbon and Low Alloy Ferritic Steels Exposed to Water Environments <\/td>\n<\/tr>\n
500<\/td>\nA-5400-1 Determination of Critical Flaw Sizes for Postulated Conditions <\/td>\n<\/tr>\n
506<\/td>\nC-1100-1 Weld Material\u2013Base Material Interface Definition for Flaw Location <\/td>\n<\/tr>\n
510<\/td>\nC-2200-1 Flaw Characterization \u2014 Circumferential Flaws <\/td>\n<\/tr>\n
511<\/td>\nC-2200-2 Flaw Characterization \u2014 Axial Flaws <\/td>\n<\/tr>\n
512<\/td>\nC-2400-1 Flaw Characterization \u2014 Skewed Axial Flaws Projected into Axial Plane <\/td>\n<\/tr>\n
513<\/td>\nC-2400-2 Flaw Characterization \u2014 Skewed Circumferential Flaws Projected into Circumferential Plane <\/td>\n<\/tr>\n
514<\/td>\nC-2400-3 Flaw Characterization \u2014 Compound Skewed Flaw Projected into Circumferential and Axial Planes <\/td>\n<\/tr>\n
520<\/td>\nC-4210-1 Flowchart for Selecting Analysis Method for Austenitic Piping <\/td>\n<\/tr>\n
521<\/td>\nC-4220-1 Flowchart for Selecting Analysis Method for Ferritic Piping <\/td>\n<\/tr>\n
522<\/td>\nC-4310-1 Circumferential Surface Flaw Geometry
C-4310-2 Axial Surface Flaw Geometry <\/td>\n<\/tr>\n
523<\/td>\nC-4310-3 Circumferential Subsurface Flaw Geometry
C-4310-4 Axial Subsurface Flaw Geometry <\/td>\n<\/tr>\n
528<\/td>\nC-5200-1 Flowchart for Allowable Flaw Size Determination for Fully Plastic Fracture Using Limit Load Method <\/td>\n<\/tr>\n
529<\/td>\nC-5310-1 Allowable End\u2010of\u2010Evaluation\u2010Period Flaw Depth\u2010to\u2010Thickness Ratio for Circumferential Flaws \u2014 Service Level A Conditions <\/td>\n<\/tr>\n
530<\/td>\nC-5310-2 Allowable End\u2010of\u2010Evaluation\u2010Period Flaw Depth\u2010to\u2010Thickness Ratio for Circumferential Flaws \u2014 Service Level B Conditions <\/td>\n<\/tr>\n
531<\/td>\nC-5310-3 Allowable End\u2010of\u2010Evaluation\u2010Period Flaw Depth\u2010to\u2010Thickness Ratio for Circumferential Flaws \u2014 Service Level C Conditions <\/td>\n<\/tr>\n
532<\/td>\nC-5310-4 Allowable End\u2010of\u2010Evaluation\u2010Period Flaw Depth\u2010to\u2010Thickness Ratio for Circumferential Flaws \u2014 Service Level D Conditions <\/td>\n<\/tr>\n
533<\/td>\nC-5310-5 Allowable End\u2010of\u2010Evaluation\u2010Period Flaw Depth\u2010to\u2010Thickness Ratio for Circumferential Flaws \u2014 Pure Membrane Stress <\/td>\n<\/tr>\n
534<\/td>\nC-5410-1 Allowable End\u2010of\u2010Evaluation\u2010Period Flaw Depth\u2010to\u2010Thickness Ratio for Axial Flaws <\/td>\n<\/tr>\n
541<\/td>\nC-6200-1 Flowchart for Allowable Flaw Size Determination for Ductile Fracture Using EPFM Method <\/td>\n<\/tr>\n
542<\/td>\nC-6330-1 Load Multipliers for Ferritic Steel Base Metals and Weldments
C-6330-2 Load Multipliers for Ferritic Steel Base Metals and Weldments for User\u2010Specified Data <\/td>\n<\/tr>\n
544<\/td>\nC-6330-2M Load Multipliers for Ferritic Steel Base Metals and Weldments for User\u2010Specified Data <\/td>\n<\/tr>\n
546<\/td>\nC-6430-1 Coefficients Cn of Z0 Equation for Z-Factor Based on Fracture Toughness, JIc <\/td>\n<\/tr>\n
550<\/td>\nC-7200-1 Flowchart for Allowable Flaw Size Determination for Nonductile Fracture Using LEFM Methods <\/td>\n<\/tr>\n
557<\/td>\nC-8321-1 Material Properties for Ferritic Steel Base Metals and Weldments \u2014 Circumferential Flaws <\/td>\n<\/tr>\n
558<\/td>\nC-8321-2 Temperature for Onset of Upper-Shelf Behavior for Axial and Circumferential Flaws in Ferritic Steel Base Metals and Weldments
C-8322-1 Material Properties for Ferritic Steel Base Metals and Weldments \u2014 Axial Flaws <\/td>\n<\/tr>\n
559<\/td>\nC-8410-1 Reference Fatigue Crack Growth Curves for Austenitic Stainless Steels in Air Environments <\/td>\n<\/tr>\n
560<\/td>\nC-8410-1M Reference Fatigue Crack Growth Curves for Austenitic Stainless Steels in Air Environments <\/td>\n<\/tr>\n
561<\/td>\nC-8410-2 Reference Fatigue Crack Growth Rate Curves for Alloy 600 at 608\u00b0F <\/td>\n<\/tr>\n
562<\/td>\nC-8410-2M Reference Fatigue Crack Growth Rate Curves for Alloy 600 at 320\u00b0C <\/td>\n<\/tr>\n
563<\/td>\nC-8510-1 Constants for SCC Model for PWR Environment (U.S. Customary Units)
C-8510-1M Constants for SCC Model for PWR Environment (SI Units) <\/td>\n<\/tr>\n
564<\/td>\nC-8510-1 SCC Curves for Alloy 600, 82, 182, and 132 in PWR Environment at 617\u00b0F <\/td>\n<\/tr>\n
565<\/td>\nC-8510-1M SCC Curves for Alloy 600, 82, 182, and 132 in PWR Environment at 325\u00b0C <\/td>\n<\/tr>\n
566<\/td>\nC-8510-2 SCC Curves for Alloy 600, 182, and 132 in BWR Environment <\/td>\n<\/tr>\n
567<\/td>\nC-8510-2M SCC Curves for Alloy 600, 182, and 132 in BWR Environment
C-8520-1 BWR SCC Growth Rate Parameters (U.S. Customary Units) <\/td>\n<\/tr>\n
568<\/td>\nC-8520-1 IGSCC Reference Curves for Austenitic Stainless Steel in BWR Environments
C-8520-1M BWR SCC Growth Rate Parameters (SI Units) <\/td>\n<\/tr>\n
569<\/td>\nC-8520-1M IGSCC Reference Curves for Austenitic Stainless Steel in BWR Environments <\/td>\n<\/tr>\n
572<\/td>\nE-1 Maximum Allowable Pressure as a Function of Tc \u2212 RTNDT for Isothermal Pressure Transients \u0394Tc\/\u0394t < 10\u00b0F\/hr (5.5\u00b0C\/h)] for Design Pressures Greater Than 2,400 psig (16.5 MPa)
E-2 Input for Plant and Event Specific Linear Elastic Fracture Mechanics Analytical Evaluation <\/td>\n<\/tr>\n
584<\/td>\nG-2210-1 Reference Critical Stress Intensity Factor for Material <\/td>\n<\/tr>\n
585<\/td>\nG-2210-1M Reference Critical Stress Intensity Factor for Material <\/td>\n<\/tr>\n
586<\/td>\nG-2214-1 Mt vs. Wall Thickness for Postulated Inside Surface Reference Flaws <\/td>\n<\/tr>\n
587<\/td>\nG-2214-1M Mt vs. Wall Thickness for Postulated Inside Surface Reference Flaws <\/td>\n<\/tr>\n
588<\/td>\nG-2214-2 Through-Wall Temperature Difference vs. Wall Depth for Heatup or Cooldown <\/td>\n<\/tr>\n
589<\/td>\nG-2223-1 Postulated Nozzle Corner Defect <\/td>\n<\/tr>\n
601<\/td>\nH-4300-1 Failure Assessment Diagram for Ferritic Piping
H-4200-1 Specified Structural Factors for Circumferential Flaws
H-4200-2 Specified Structural Factors for Axial Flaws <\/td>\n<\/tr>\n
602<\/td>\nH-4300-2 Failure Assessment Diagram for Austenitic Piping <\/td>\n<\/tr>\n
603<\/td>\nH-4400-1 Circumferential Flaw Geometry
H-4400-2 Axial Flaw Geometry <\/td>\n<\/tr>\n
605<\/td>\nJ-1000-1 Decision Tree <\/td>\n<\/tr>\n
621<\/td>\nK-4310-1 Comparison of the Slopes of the Applied J\u2010Integral Curve and the J\u2010R Curve
K-4320-1 Failure Assessment Diagram for the One\u2010Quarter Wall Thickness Flaw <\/td>\n<\/tr>\n
622<\/td>\nK-4320-1 Coordinates of the Failure Assessment Diagram Curves of Figure K-4320-1 <\/td>\n<\/tr>\n
623<\/td>\nK-4330-1 Illustration of the J\u2010Integral\/Tearing Modulus Procedure <\/td>\n<\/tr>\n
629<\/td>\nL-3110-1 Flowchart for Flaw Tolerance Analytical Evaluation <\/td>\n<\/tr>\n
630<\/td>\nL-3210-1 Ferritic Piping Postulated Equivalent Single Crack Aspect Ratios (a\/\u2113)
L-3210-2 Austenitic Piping Postulated Equivalent Single Crack Aspect Ratios (a\/\u2113) <\/td>\n<\/tr>\n
632<\/td>\nL-3420-1 Successive Inspection Schedule <\/td>\n<\/tr>\n
637<\/td>\nN-1000-1 Selected Personnel Qualification Requirements from Referenced Sources <\/td>\n<\/tr>\n
641<\/td>\nO-2200-1 Flaw Characterization \u2014 Circumferential Flaws <\/td>\n<\/tr>\n
642<\/td>\nO-2200-2 Flaw Characterization \u2014 Axial Flaws <\/td>\n<\/tr>\n
651<\/td>\nQ-4100-1 Examination Volume <\/td>\n<\/tr>\n
652<\/td>\nQ-4300-1 Preservice and Inservice Examination Volume <\/td>\n<\/tr>\n
654<\/td>\nR-1320-1 PRA Technical Adequacy Requirements <\/td>\n<\/tr>\n
657<\/td>\nR-2500-1 Examination Category R\u2010A, Risk\u2010Informed Piping Examinations <\/td>\n<\/tr>\n
659<\/td>\nR-2500-1 Socket Welds <\/td>\n<\/tr>\n
666<\/td>\nR-S1-1 Overview Risk\u2010Informed Selection Process <\/td>\n<\/tr>\n
669<\/td>\nR-S1-1 Definition of Failure Probability Estimates for Pipe Segments <\/td>\n<\/tr>\n
671<\/td>\nR-S1-2 Structural Element Selection Matrix <\/td>\n<\/tr>\n
672<\/td>\nR-S1-2 Estimates for Piping Leak Frequencies <\/td>\n<\/tr>\n
680<\/td>\nR-S2-1 Risk Evaluation Process <\/td>\n<\/tr>\n
681<\/td>\nR-S2-1 Degradation Mechanisms <\/td>\n<\/tr>\n
682<\/td>\nR-S2-2 Degradation Mechanism Category
R-S2-3 Consequence Categories for Initiating Event Impact of Group <\/td>\n<\/tr>\n
684<\/td>\nR-S2-5 Guidelines for Assigning Consequence Categories to Failures Resulting in System or Train Loss
R-S2-6 Consequence Categories for Combination Impact Group <\/td>\n<\/tr>\n
685<\/td>\nR-S2-7 Consequence Categories for Pipe Failures Resulting in Increased Potential for an Unisolated Loca Outside of Containment
R-S2-8 Risk Matrix <\/td>\n<\/tr>\n
691<\/td>\nRRA-1 Report of Contracted Repair\/Replacement Activity <\/td>\n<\/tr>\n
693<\/td>\nT-1 Guide for Completing Form RRA-1 <\/td>\n<\/tr>\n
700<\/td>\nU-S1-4.2.1-1 Through-Wall Flaw Geometry <\/td>\n<\/tr>\n
701<\/td>\nU-S1-4.2.2-1 Separation Requirements for Adjacent Thinned Areas <\/td>\n<\/tr>\n
702<\/td>\nU-S1-4.2.2-2 Illustration of Nonplanar Flaw Due to Wall Thinning <\/td>\n<\/tr>\n
703<\/td>\nU-S1-4.2.2-3 Allowable Wall Thickness and Length of Locally Thinned Area <\/td>\n<\/tr>\n
704<\/td>\nU-S1-4.2.2-4 Illustration of Through-wall Nonplanar Flaw Due to Wall Thinning <\/td>\n<\/tr>\n
705<\/td>\nU-S1-4.2.2-5 Illustration of Adjusted Wall Thickness and Equivalent Hole Diameters <\/td>\n<\/tr>\n
706<\/td>\nU-S1-4.2.3-1 Flaw Growth Rate for IGSCC in Austenitic Piping <\/td>\n<\/tr>\n
707<\/td>\nU-S1-4.2.3-2 Flaw Growth Rate for TGSCC in Austenitic Piping <\/td>\n<\/tr>\n
713<\/td>\nU-S2-2.1 Overall Methodology <\/td>\n<\/tr>\n
714<\/td>\nU-S2-2.2-1 Illustration of Nonplanar Part-Through-Wall Degradation Due to Wall Thinning <\/td>\n<\/tr>\n
715<\/td>\nU-S2-2.2-2 Illustration of Nonplanar Through-Wall Degradation Due to Wall Thinning <\/td>\n<\/tr>\n
716<\/td>\nU-S2-4.3-1 Allowable Wall Thickness and Length of Locally Thinned Area <\/td>\n<\/tr>\n
719<\/td>\nW-3200-1 Stress Limits for Design and Service Loadings <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – XI -2017 BPVC Section XI-Rules for Inservice Inspection of Nuclear Power Plant Components<\/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>\n731<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363454,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363452","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\/363452","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\/363454"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363452"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363452"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363452"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}