{"id":363175,"date":"2024-10-20T01:44:03","date_gmt":"2024-10-20T01:44:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-a-2007\/"},"modified":"2024-10-26T02:43:55","modified_gmt":"2024-10-26T02:43:55","slug":"asme-bpvc-iii-1-a-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-a-2007\/","title":{"rendered":"ASME BPVC III 1 A 2007"},"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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nLIST OF BPVC SECTIONS <\/td>\n<\/tr>\n
6<\/td>\nCONTENTS <\/td>\n<\/tr>\n
20<\/td>\nFOREWORD <\/td>\n<\/tr>\n
22<\/td>\nSTATEMENTS OF POLICY <\/td>\n<\/tr>\n
24<\/td>\nPERSONNEL <\/td>\n<\/tr>\n
36<\/td>\nORGANIZATION OF SECTION III <\/td>\n<\/tr>\n
38<\/td>\nSUMMARY OF CHANGES <\/td>\n<\/tr>\n
40<\/td>\nLIST OF CHANGES IN BC ORDER <\/td>\n<\/tr>\n
42<\/td>\nMANDATORY APPENDICES
APPENDIX I DESIGN FATIGUE CURVES <\/td>\n<\/tr>\n
43<\/td>\nI-9.1 TABULATED VALUES OF SA, KSI (MPA), FROM FIGS. I-9.0 <\/td>\n<\/tr>\n
45<\/td>\nI-9.1 DESIGN FATIGUE CURVES FOR CARBON, LOW ALLOY, AND HIGH TENSILE STEEL FOR METAL TEMPERATURES NOT EXCEEDING 700\u00b0F (370\u00b0C) <\/td>\n<\/tr>\n
47<\/td>\nI-9.2.1 DESIGN FATIGUE CURVES FOR AUSTENITIC STEELS, NICKEL-CHROMIUM-IRON ALLOY, NICKEL-IRON-CHROMIUM ALLOY, AND NICKEL-COPPER ALLOY FOR SA > 28.2 KSI FOR TEMPERATURES NOT EXCEEDING 800\u00b0F (425\u00b0C) <\/td>\n<\/tr>\n
49<\/td>\nI-9.2.2 DESIGN FATIGUE CURVES FOR AUSTENITIC STEELS, NICKEL-CHROMIUM-IRON ALLOY, NICKEL-IRON-CHROMIUM ALLOY, AND NICKEL-COPPER ALLOY FOR SA LESS THAN OR EQUAL TO 28.2 KSI (194 MPA) FOR TEMPERATURES NOT EXCEEDING 800\u00b0F (425\u00b0C) <\/td>\n<\/tr>\n
51<\/td>\nI-9.2.2 TABULATED VALUES OF SA, KSI (MPA), FROM FIG. I-9.2.2 <\/td>\n<\/tr>\n
52<\/td>\nI-9.2.3 FLOW CHART FOR USE OF CURVES IN FIGS. I-9.2.2 AND I-9.2.2M <\/td>\n<\/tr>\n
53<\/td>\nI-9.3 DESIGN FATIGUE CURVES FOR WROUGHT 70 COPPER-30 NICKEL ALLOY FOR TEMPERATURES NOT EXCEEDING 800\u00b0F (425\u00b0C) <\/td>\n<\/tr>\n
55<\/td>\nI-9.4 DESIGN FATIGUE CURVES FOR HIGH STRENGTH STEEL BOLTING FOR TEMPERATURES NOT EXCEEDING 700\u00b0F (370\u00b0C) <\/td>\n<\/tr>\n
57<\/td>\nI-9.5 DESIGN FATIGUE CURVES FOR NICKEL-CHROMIUM-MOLYBDENUM-IRON ALLOYS (UNS N06003, N06007, N06455, AND N10276) FOR TEMPERATURES NOT EXCEEDING 800\u00b0F (425\u00b0C) <\/td>\n<\/tr>\n
59<\/td>\nI-9.5 TABULATED VALUES OF SA, KSI (MPA), FROM FIG. I-9.5 <\/td>\n<\/tr>\n
60<\/td>\nI-9.6 DESIGN FATIGUE CURVES FOR GRADE 9 TITANIUM FOR TEMPERATURES NOT EXCEEDING 600\u00b0F (315\u00b0C) <\/td>\n<\/tr>\n
62<\/td>\nI-9.6 TABULATED VALUES OF SA, KSI (MPA), FOR GRADE 9 TITANIUM FROM FIG. I-9.6 <\/td>\n<\/tr>\n
63<\/td>\nAPPENDIX II EXPERIMENTAL STRESS ANALYSIS
II-1000 EXPERIMENTAL STRESS ANALYSIS
II-1100 INTRODUCTION
II-1200 PERMISSIBLE TYPES OF NONCYCLIC TESTS AND CALCULATION OF STRESSES <\/td>\n<\/tr>\n
64<\/td>\nII-1300 TEST PROCEDURES <\/td>\n<\/tr>\n
65<\/td>\nII-1400 INTERPRETATION OF RESULTS
II-1500 CYCLIC TESTS <\/td>\n<\/tr>\n
66<\/td>\nII-1430-1 CONSTRUCTION FOR II-1430 <\/td>\n<\/tr>\n
68<\/td>\nII-1520(C)-1 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM <\/td>\n<\/tr>\n
69<\/td>\nII-1520(C)-2 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM FOR ACCELERATED TESTS <\/td>\n<\/tr>\n
70<\/td>\nII-1600 DETERMINATION OF FATIGUE STRENGTH REDUCTION FACTORS
II-1700 EXPERIMENTAL STRESS ANALYSIS OF OPENINGS <\/td>\n<\/tr>\n
71<\/td>\nII-1800 EXPERIMENTAL DETERMINATION OF STRESS INDICES FOR PIPING
II-1900 EXPERIMENTAL DETERMINATION OF FLEXIBILITY FACTORS <\/td>\n<\/tr>\n
72<\/td>\nII-2000 EXPERIMENTAL DETERMINATION OF STRESS INTENSIFICATION FACTORS
II-2100 INTRODUCTION
II-2200 DEFINITIONS
II-2300 TEST PROCEDURE
II-2400 STRESS INTENSIFICATION FACTOR <\/td>\n<\/tr>\n
73<\/td>\nII-2310-1 SCHEMATIC OF TEST ASSEMBLY
II-2330-1 DISPLACEMENT D AND FORCE F RECORDED DURING LOADING AND UNLOADING OF TEST SPECIMEN, WITH LINEAR DISPLACEMENT <\/td>\n<\/tr>\n
74<\/td>\nII-2500 VARIATIONS IN MATERIALS AND GEOMETRY
II-2600 TEST REPORT
II-2440-1 STRESS INTENSIFICATION INCREASE FACTOR <\/td>\n<\/tr>\n
76<\/td>\nAPPENDIX III BASIS FOR ESTABLISHING DESIGN STRESS INTENSITY VALUES AND ALLOWABLE STRESS VALUES
III-1000 INTRODUCTION
III-1100 DERIVATION OF VALUES AND THEIR TABULAR ORGANIZATION <\/td>\n<\/tr>\n
78<\/td>\nIII-2000 DESIGN STRESS INTENSITY VALUES FOR CLASS 1 COMPONENTS
III-2100 MECHANICAL PROPERTY CRITERIA
III-2200 FATIGUE STRENGTH CRITERIA FOR ALL MATERIALS <\/td>\n<\/tr>\n
79<\/td>\nAPPENDIX IV APPROVAL OF NEW MATERIALS UNDER THE ASME BOILER AND PRESSURE VESSEL CODE
APPENDIX V CERTIFICATE HOLDERS\u2019 DATA REPORT FORMS, INSTRUCTIONS, AND APPLICATION FORMS FOR CERTIFICATES OF AUTHORIZATION FOR USE OF CODE SYMBOL STAMPS <\/td>\n<\/tr>\n
80<\/td>\nFORM N-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR NUCLEAR VESSELS <\/td>\n<\/tr>\n
82<\/td>\nFORM N-1A CERTIFICATE HOLDERS\u2019 DATA REPORT FOR NUCLEAR VESSELS (ALTERNATE FORM FOR SINGLE CHAMBER COMPLETELY SHOP-FABRICATED VESSELS ONLY) <\/td>\n<\/tr>\n
83<\/td>\nFORM N-2 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR IDENTICAL NUCLEAR PARTS AND APPURTENANCES <\/td>\n<\/tr>\n
85<\/td>\nFORM N-3 OWNERS\u2019 DATA REPORT FOR NUCLEAR POWER PLANT COMPONENTS <\/td>\n<\/tr>\n
87<\/td>\nFORM N-5 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR INSTALLATION OR SHOP ASSEMBLY OF NUCLEAR POWER PLANT COMPONENTS, SUPPORTS, AND APPURTENANCES <\/td>\n<\/tr>\n
89<\/td>\nFORM N-6 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR STORAGE TANKS <\/td>\n<\/tr>\n
91<\/td>\nFORM NPP-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES <\/td>\n<\/tr>\n
93<\/td>\nFORM NPV-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR NUCLEAR PUMPS OR VALVES <\/td>\n<\/tr>\n
95<\/td>\nFORM NV-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR PRESSURE OR VACUUM RELIEF VALVES <\/td>\n<\/tr>\n
97<\/td>\nFORM NCS-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR CORE SUPPORT STRUCTURES <\/td>\n<\/tr>\n
98<\/td>\nFORM NF-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR SUPPORTS <\/td>\n<\/tr>\n
100<\/td>\nFORM NM-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR TUBULAR PRODUCTS AND FITTINGS WELDED WITH FILLER METAL <\/td>\n<\/tr>\n
101<\/td>\nFORM NS-1 CERTIFICATE HOLDERS\u2019 CERTIFICATE OF CONFORMANCE FOR WELDED SUPPORTS <\/td>\n<\/tr>\n
103<\/td>\nFORM C-1 CERTIFICATE HOLDERS\u2019 DATA REPORT FOR CONCRETE REACTOR VESSELS AND CONTAINMENTS <\/td>\n<\/tr>\n
105<\/td>\nTABLE V-1000 <\/td>\n<\/tr>\n
111<\/td>\nAPPENDIX VI ROUNDED INDICATIONS
VI-1000 ROUNDED INDICATIONS
VI-1100 ACCEPTANCE STANDARDS FOR RADIOGRAPHICALLY DETERMINED ROUNDED INDICATIONS IN WELDS <\/td>\n<\/tr>\n
112<\/td>\nVI-1132-1 MAXIMUM SIZE OF NONRELEVANT INDICATIONS AND ACCEPTABLE ROUNDED INDICATIONS \u2014 EXAMPLES ONLY <\/td>\n<\/tr>\n
113<\/td>\nVI-1134-1 ALIGNED ROUNDED INDICATIONS
VI-1134-2 GROUPS OF ALIGNED ROUNDED INDICATIONS <\/td>\n<\/tr>\n
114<\/td>\nVI-1136-1 CHARTS FOR T EQUAL TO 1\/8\u20131\/4 IN. (3\u20136 MM), INCLUSIVE
VI-1136-2 CHARTS FOR T OVER 1\/4\u20133\/8 IN. (6\u201310 MM), INCLUSIVE <\/td>\n<\/tr>\n
115<\/td>\nVI-1136-3 CHARTS FOR T OVER 3\/8\u20133\/4 IN. (10\u201319 MM), INCLUSIVE <\/td>\n<\/tr>\n
116<\/td>\nVI-1136-4 CHARTS FOR T OVER 3\/4\u20132 IN. (19\u201350 MM), INCLUSIVE <\/td>\n<\/tr>\n
117<\/td>\nVI-1136-5 CHARTS FOR T OVER 2\u20134 IN. (50\u2013100 MM), INCLUSIVE <\/td>\n<\/tr>\n
118<\/td>\nVI-1136-6 CHARTS FOR T OVER 4 IN. (100 MM) <\/td>\n<\/tr>\n
119<\/td>\nAPPENDIX XI RULES FOR BOLTED FLANGE CONNECTIONS FOR CLASS 2 AND 3 COMPONENTS
XI-1000 INTRODUCTION
XI-1100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
121<\/td>\nXI-2000 MATERIALS FOR BOLTED FLANGE CONNECTIONS
XI-2100 MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
122<\/td>\nXI-3000 DESIGN REQUIREMENTS
XI-3100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
123<\/td>\nXI-3120-1 TYPES OF FLANGES <\/td>\n<\/tr>\n
126<\/td>\nXI-3221.1-1 GASKET MATERIALS AND CONTACT FACINGS <\/td>\n<\/tr>\n
128<\/td>\nXI-3221.1-2 EFFECTIVE GASKET WIDTH <\/td>\n<\/tr>\n
129<\/td>\nXI-3200 CLASS RF FLANGE DESIGN
XI-3230-1 MOMENT ARMS FOR FLANGE LOADS <\/td>\n<\/tr>\n
131<\/td>\nXI-3240-1 FLANGE FACTORS IN FORMULA FORM <\/td>\n<\/tr>\n
134<\/td>\nXI-3240-1 VALUES OF T, U, Y, AND Z (TERMS INVOLVING K) <\/td>\n<\/tr>\n
135<\/td>\nXI-3240-2 VALUES OF F (INTEGRAL FLANGE FACTORS)
XI-3240-3 VALUES OF V (INTEGRAL FLANGE FACTORS) <\/td>\n<\/tr>\n
136<\/td>\nXI-3240-4 VALUES OF FL (LOOSE HUB FLANGE FACTORS)
XI-3240-5 VALUES OF VL (LOOSE HUB FLANGE FACTORS) <\/td>\n<\/tr>\n
137<\/td>\nXI-3240-6 VALUES OF F (HUB STRESS CORRECTION FACTOR) <\/td>\n<\/tr>\n
138<\/td>\nAPPENDIX XII DESIGN CONSIDERATIONS FOR BOLTED FLANGE CONNECTIONS
XII-1000 DESIGN CONSIDERATIONS FOR BOLTED FLANGE CONNECTIONS
XII-1100 CONSIDERATIONS <\/td>\n<\/tr>\n
141<\/td>\nAPPENDIX XIII DESIGN BASED ON STRESS ANALYSIS (FOR VESSELS DESIGNED IN ACCORDANCE WITH DIVISION 1, NC-3200 AND DIVISION 3, WC-3000)
XIII-1000 DESIGN BASED ON STRESS ANALYSIS
XIII-1100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
145<\/td>\nXIII-1130-1 CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES <\/td>\n<\/tr>\n
148<\/td>\nXIII-1141-1 STRESS CATEGORIES AND LIMITS OF STRESS INTENSITY <\/td>\n<\/tr>\n
149<\/td>\nXIII-1153(A)-1 VALUES OF M, N, AND TMAX FOR VARIOUS CLASSES OF PERMITTED MATERIALS <\/td>\n<\/tr>\n
151<\/td>\nXIII-2000 PRESSURE STRESSES IN OPENINGS FOR FATIGUE EVALUATION
XIII-2100 METHODS OF EVALUATION
XIII-2122-1 DIRECTION OF STRESS COMPONENTS <\/td>\n<\/tr>\n
152<\/td>\nXIII-2123-1 NOZZLES IN SPHERICAL SHELLS AND FORMED HEADS
XIII-2123-2 NOZZLES IN CYLINDRICAL SHELLS <\/td>\n<\/tr>\n
153<\/td>\nXIII-2124(E)-1 NOZZLE NOMENCLATURE AND DIMENSIONS <\/td>\n<\/tr>\n
155<\/td>\nAPPENDIX XIV DESIGN BASED ON FATIGUE ANALYSIS (FOR VESSELS DESIGNED IN ACCORDANCE WITH DIVISION 1, NC-3200 AND DIVISION 3, WC-3200)
XIV-1000 DESIGN BASED ON FATIGUE ANALYSIS
XIV-1100 INTRODUCTION
XIV-1200 ANALYSIS FOR CYCLIC SERVICE OF VESSELS <\/td>\n<\/tr>\n
157<\/td>\nXIV-1300 ANALYSIS FOR CYCLIC SERVICE OF BOLTS <\/td>\n<\/tr>\n
158<\/td>\nXIV-1400 ANALYSIS FOR THERMAL STRESS RATCHET <\/td>\n<\/tr>\n
159<\/td>\nAPPENDIX XVIII CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES
XVIII-1000 CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES
XVIII-1100 PROCEDURE FOR CONVERSION <\/td>\n<\/tr>\n
160<\/td>\nXVIII-1110-1 SUPERHEAT CORRECTION FACTOR KSH <\/td>\n<\/tr>\n
163<\/td>\nXVIII-1110-1 CONSTANT C FOR GAS OR VAPOR RELATED TO RATIO OF SPECIFIC HEATS (K P CP\/CV) <\/td>\n<\/tr>\n
164<\/td>\nXVIII-1110(A)-1 MOLECULAR WEIGHTS OF GASES AND VAPORS <\/td>\n<\/tr>\n
165<\/td>\nXVIII-1140-1 FLOW CAPACITY CURVE FOR RATING NOZZLE TYPE SAFETY VALVES ON SATURATED WATER (BASED ON 10% OVERPRESSURE) <\/td>\n<\/tr>\n
167<\/td>\nAPPENDIX XIX INTEGRAL FLAT HEAD WITH A LARGE OPENING
XIX-1000 INTEGRAL FLAT HEAD WITH A LARGE OPENING
XIX-1100 GENERAL REQUIREMENTS
XIX-1200 DESIGN PROCEDURE <\/td>\n<\/tr>\n
168<\/td>\nXIX-1110-1 APPLICABLE CONFIGURATIONS OF FLAT HEADS
XIX-1110-2 INTEGRAL FLAT HEAD WITH LARGE CENTRAL OPENING <\/td>\n<\/tr>\n
170<\/td>\nAPPENDIX XX SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE
XX-1000 SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE
XX-1100 INTRODUCTION
XX-1200 INQUIRY FORMAT <\/td>\n<\/tr>\n
171<\/td>\nXX-1300 CODE REVISIONS OR ADDITIONS
XX-1400 CODE CASES
XX-1500 CODE INTERPRETATIONS
XX-1600 SUBMITTALS <\/td>\n<\/tr>\n
172<\/td>\nAPPENDIX XXI ADHESIVE ATTACHMENT OF NAMEPLATES
XXI-1000 ADHESIVE ATTACHMENT OF NAMEPLATES
XXI-1100 INTRODUCTION <\/td>\n<\/tr>\n
173<\/td>\nAPPENDIX XXII RULES FOR REINFORCEMENT OF CONE-TO-CYLINDER JUNCTION UNDER EXTERNAL PRESSURE
XXII-1000 RULES FOR REINFORCEMENT OF CONE-TO-CYLINDER JUNCTION UNDER EXTERNAL PRESSURE
XXII-1100 INTRODUCTION
XXII-1200 NOMENCLATURE <\/td>\n<\/tr>\n
174<\/td>\nXXII-1300 DESIGN PRESSURE
XXII-1200-1 VALUES OF DELTA FOR JUNCTIONS AT THE LARGE CYLINDER FOR alpha LESS THAN OR EQUAL TO 60 DEG. <\/td>\n<\/tr>\n
177<\/td>\nAPPENDIX XXIII QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS
XXIII-1000 QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS
XXIII-1100 SCOPE
XXIII-1200 QUALIFICATIONS <\/td>\n<\/tr>\n
178<\/td>\nXXIII-1300 DUTIES <\/td>\n<\/tr>\n
181<\/td>\nNONMANDATORY GUIDES
GUIDE A SAMPLE STATEMENTS
FORM A-1 DESIGN SPECIFICATION (DIV. 1 AND 2) <\/td>\n<\/tr>\n
182<\/td>\nFORM A-2 DESIGN REPORT <\/td>\n<\/tr>\n
183<\/td>\nFORM A-3 OVERPRESSURE PROTECTION REPORT (DIV. 1 AND 2) <\/td>\n<\/tr>\n
184<\/td>\nFORM A-4 DESIGN SPECIFICATION (DIV. 3) <\/td>\n<\/tr>\n
185<\/td>\nFORM A-5 FABRICATION SPECIFICATION (DIV. 3) <\/td>\n<\/tr>\n
186<\/td>\nGUIDE B GUIDELINES FOR ESTABLISHING ASME CODE KNOWLEDGE <\/td>\n<\/tr>\n
187<\/td>\nB1 DESIGN SPECIFICATION \u2014 DIVISIONS 1 AND 2
B2 DESIGN REPORT \u2014 DIVISION 1
B3 OVERPRESSURE PROTECTION REPORT \u2014 DIVISIONS 1 AND 2
B4 LOAD CAPACITY DATA SHEET \u2014 DIVISION 1 <\/td>\n<\/tr>\n
188<\/td>\nB5 CONSTRUCTION SPECIFICATION, DESIGN DRAWINGS, AND DESIGN REPORT \u2014 DIVISION 2
B6 DESIGN SPECIFICATION \u2014 DIVISION 3
B7 DESIGN REPORT \u2014 DIVISION 3
B8 FABRICATION SPECIFICATION \u2014 DIVISION 3 <\/td>\n<\/tr>\n
189<\/td>\nGUIDE C GUIDELINES FOR DEMONSTRATING PE QUALIFICATIONS <\/td>\n<\/tr>\n
190<\/td>\nAPPENDIX XXIV STANDARD UNITS FOR USE IN EQUATIONS
XXIV-1000 STANDARD UNITS FOR USE IN EQUATIONS <\/td>\n<\/tr>\n
192<\/td>\nNONMANDATORY APPENDICES
APPENDIX A STRESS ANALYSIS METHODS
A-1000 STRESS ANALYSIS METHODS
A-1100 INTRODUCTION <\/td>\n<\/tr>\n
193<\/td>\nA-2000 ANALYSIS OF CYLINDRICAL SHELLS
A-2100 INTRODUCTION
A-2120-1 <\/td>\n<\/tr>\n
194<\/td>\nA-2200 STRESS INTENSITIES, DISPLACEMENTS, BENDING MOMENTS, AND LIMITING VALUES <\/td>\n<\/tr>\n
197<\/td>\nA-3000 ANALYSIS OF SPHERICAL SHELLS
A-3100 INTRODUCTION <\/td>\n<\/tr>\n
198<\/td>\nA-3200 STRESS INTENSITIES, BENDING ANALYSIS, DISPLACEMENTS, AND EDGE LOADS
A-3120-1 <\/td>\n<\/tr>\n
201<\/td>\nA-4000 DESIGN CRITERIA AND EQUATIONS FOR TORISPHERICAL AND ELLIPSOIDAL HEADS
A-4100 INTRODUCTION <\/td>\n<\/tr>\n
203<\/td>\nA-5000 ANALYSIS OF FLAT CIRCULAR HEADS
A-5100 INTRODUCTION
A-5200 LOADS, DISPLACEMENTS, AND GEOMETRY CONSTANTS
A-5120-1 <\/td>\n<\/tr>\n
204<\/td>\nA-5212-1
A-5213-1
A-5221-1 <\/td>\n<\/tr>\n
205<\/td>\nA-5222-1 <\/td>\n<\/tr>\n
206<\/td>\nA-5240-1 <\/td>\n<\/tr>\n
207<\/td>\nA-6000 DISCONTINUITY STRESSES
A-6100 INTRODUCTION
A-6200 METHOD OF AND PROCEDURE FOR DISCONTINUITY ANALYSIS <\/td>\n<\/tr>\n
208<\/td>\nA-6230-1 <\/td>\n<\/tr>\n
209<\/td>\nA-6230-2
A-6230-3 <\/td>\n<\/tr>\n
210<\/td>\nA-6230-4
A-6230-5 <\/td>\n<\/tr>\n
213<\/td>\nA-7000 THERMAL STRESSES
A-7100 INTRODUCTION <\/td>\n<\/tr>\n
214<\/td>\nA-8000 STRESSES IN PERFORATED FLAT PLATES
A-8100 INTRODUCTION <\/td>\n<\/tr>\n
215<\/td>\nA-8120-1 <\/td>\n<\/tr>\n
216<\/td>\nA-8131-1 <\/td>\n<\/tr>\n
217<\/td>\nA-8132.1-1
A-8132.2-1 <\/td>\n<\/tr>\n
218<\/td>\nA-8132.3-1
A-8132.4-1 <\/td>\n<\/tr>\n
219<\/td>\nA-8142-1
A-8142-2 <\/td>\n<\/tr>\n
220<\/td>\nA-8142-3 <\/td>\n<\/tr>\n
221<\/td>\nA-8142-4 <\/td>\n<\/tr>\n
222<\/td>\nA-8142-5 <\/td>\n<\/tr>\n
224<\/td>\nA-8142-6 <\/td>\n<\/tr>\n
225<\/td>\nA-8143.2-1 <\/td>\n<\/tr>\n
226<\/td>\nA-8153-1 <\/td>\n<\/tr>\n
227<\/td>\nA-9000 INTERACTION METHOD
A-9100 INTRODUCTION <\/td>\n<\/tr>\n
228<\/td>\nA-9200 INTERACTION EQUATIONS
A-9300 ALLOWABLE LOADS AND STRESSES
A-9400 NEW INTERACTION EQUATIONS <\/td>\n<\/tr>\n
229<\/td>\nA-9210(D)-1 INTERACTION CURVE FOR BEAMS SUBJECT TO BENDING AND SHEAR OR TO BENDING, SHEAR, AND DIRECT LOADS
A-9210(D)-1 INTERACTION EQUATIONS FOR COMMON BEAM SHAPES <\/td>\n<\/tr>\n
230<\/td>\nA-9500 DETERMINATION OF ALLOWABLE BENDING STRENGTH OF BEAMS BY THE APPARENT STRESS METHOD <\/td>\n<\/tr>\n
231<\/td>\nA-9523.1-1 SIGN CONVENTION AND NOMENCLATURE
A-9521(B)-1 SECTION FACTORS <\/td>\n<\/tr>\n
232<\/td>\nA-9531-1 BENDING AND SHEAR STRESSES <\/td>\n<\/tr>\n
233<\/td>\nA-9532(C)(3)-1 INTERACTION EXPONENT <\/td>\n<\/tr>\n
234<\/td>\nA-9533(B)-1 INTERACTION CURVE FOR BENDING AND TENSION
A-9541-1 TRAPEZOIDAL STRESS\u2013STRAIN RELATIONSHIP <\/td>\n<\/tr>\n
236<\/td>\nA-9541-2 ULTIMATE AND YIELD TRAPEZOIDAL INTERCEPT STRESSES
A-9541-3 LINEARIZED ULTIMATE AND YIELD BENDING STRESSES FOR RECTANGULAR SECTION <\/td>\n<\/tr>\n
237<\/td>\nA-9541-4 PROPORTIONAL LIMIT AS A FUNCTION OF YIELD STRESS <\/td>\n<\/tr>\n
238<\/td>\nA-9542-1 LINEARIZED BENDING STRESS VERSUS ALLOWABLE STRESS FOR SA-672 A50 MATERIAL AT 600\u00b0F (316\u00b0C) <\/td>\n<\/tr>\n
239<\/td>\nAPPENDIX B OWNER\u2019S DESIGN SPECIFICATIONS
B-1000 INTRODUCTION AND SCOPE
B-1100 INTRODUCTION
B-1200 SCOPE OF CERTIFIED DESIGN SPECIFICATION <\/td>\n<\/tr>\n
240<\/td>\nB-2000 GENERIC REQUIREMENTS
B-2100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
242<\/td>\nB-2123-1 TIME-DEPENDENT LOAD INFORMATION <\/td>\n<\/tr>\n
244<\/td>\nB-2200 OPERABILITY
B-2300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
245<\/td>\nB-3000 SPECIFIC VESSEL REQUIREMENTS
B-3100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
246<\/td>\nB-4000 SPECIFIC PUMP REQUIREMENTS
B-4100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS
B-4200 OPERABILITY REQUIREMENTS FOR PUMPS
B-4300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
247<\/td>\nB-5000 SPECIFIC VALVE REQUIREMENTS
B-5100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS
B-5200 OPERABILITY REQUIREMENTS FOR VALVES <\/td>\n<\/tr>\n
248<\/td>\nB-5300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
249<\/td>\nB-6000 SPECIFIC PIPING REQUIREMENTS
B-6100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
250<\/td>\nB-7000 SPECIFIC CONTAINMENT REQUIREMENTS
B-7100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
251<\/td>\nB-8000 SPECIFIC COMPONENT SUPPORT REQUIREMENTS
B-8100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS
B-8300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
252<\/td>\nB-9000 SPECIFIC CORE SUPPORT STRUCTURES REQUIREMENTS
B-9100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
254<\/td>\nB-10000 SPECIFIC PARTS AND MISCELLANEOUS ITEMS REQUIREMENTS
B-10100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
255<\/td>\nAPPENDIX C CERTIFICATE HOLDER\u2019S DESIGN REPORT
C-1000 CERTIFICATE HOLDER\u2019S DESIGN REPORT
C-1100 INTRODUCTION <\/td>\n<\/tr>\n
256<\/td>\nC-1200 THERMAL ANALYSIS <\/td>\n<\/tr>\n
257<\/td>\nC-1300 STRUCTURAL ANALYSIS
C-1400 FATIGUE EVALUATION <\/td>\n<\/tr>\n
259<\/td>\nAPPENDIX D NONMANDATORY PREHEAT PROCEDURES
D-1000 NONMANDATORY PREHEAT PROCEDURES
D-1100 INTRODUCTION
D-1200 FERROUS MATERIALS <\/td>\n<\/tr>\n
261<\/td>\nAPPENDIX E MINIMUM BOLT CROSS-SECTIONAL AREA
E-1000 MINIMUM BOLT CROSS-SECTIONAL AREA
E-1100 INTRODUCTION
E-1200 DESIGN CROSS-SECTIONAL AREA <\/td>\n<\/tr>\n
263<\/td>\nE-1210-1 GASKET MATERIALS AND CONTACT FACINGS <\/td>\n<\/tr>\n
265<\/td>\nE-1210-2 EFFECTIVE GASKET WIDTH <\/td>\n<\/tr>\n
266<\/td>\nAPPENDIX F RULES FOR EVALUATION OF SERVICE LOADINGS WITH LEVEL D SERVICE LIMITS
F-1000 RULES FOR EVALUATION OF SERVICE LOADINGS WITH LEVEL D SERVICE LIMITS
F-1100 INTRODUCTION
F-1200 INTENT OF LEVEL D SERVICE LIMITS
F-1300 LEVEL D SERVICE LIMITS AND DESIGN RULES <\/td>\n<\/tr>\n
267<\/td>\nF-1200-1 LEVEL D SERVICE LIMITS <\/td>\n<\/tr>\n
274<\/td>\nF-1400 VESSELS <\/td>\n<\/tr>\n
276<\/td>\nAPPENDIX G FRACTURE TOUGHNESS CRITERIA FOR PROTECTION AGAINST FAILURE
G-1000 INTRODUCTION <\/td>\n<\/tr>\n
277<\/td>\nG-2000 VESSELS
G-2100 GENERAL REQUIREMENTS
G-2200 LEVEL A AND LEVEL B SERVICE LIMITS
G-2400 HYDROSTATIC TEST TEMPERATURE <\/td>\n<\/tr>\n
278<\/td>\nG-2210-1 <\/td>\n<\/tr>\n
280<\/td>\nG-2214-1 <\/td>\n<\/tr>\n
282<\/td>\nG-2214-2
G-2214-3 <\/td>\n<\/tr>\n
284<\/td>\nG-2300 LEVEL C AND LEVEL D SERVICE LIMITS <\/td>\n<\/tr>\n
285<\/td>\nAPPENDIX K TOLERANCES
K-1000 TOLERANCES
K-1100 INTRODUCTION
K-1200 OBJECTIVE
K-1300 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
286<\/td>\nK-1330-1 LOCAL INSTALLATION TOLERANCES FOR PIPING SUPPORTS <\/td>\n<\/tr>\n
291<\/td>\nAPPENDIX L CLASS FF FLANGE DESIGN FOR CLASS 2 AND 3 COMPONENTS AND CLASS MC VESSELS
L-1000 CLASS FF FLANGES \u2014 INTRODUCTION
L-1100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
292<\/td>\nL-2000 CLASS FF FLANGES \u2014 MATERIALS
L-2100 MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
293<\/td>\nL-3000 CLASS FF FLANGES \u2014 DESIGN
L-3100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
296<\/td>\nL-3191-1 BOLT HOLE FLEXIBILITY FACTOR <\/td>\n<\/tr>\n
297<\/td>\nL-3191-2 FLANGE DIMENSIONS AND FORCES <\/td>\n<\/tr>\n
298<\/td>\nL-3200 DESIGN OF FLANGES AND BOLTING <\/td>\n<\/tr>\n
299<\/td>\nL-3212-1 TRIAL FLANGE THICKNESS AND AREA OF BOLTING FOR VARIOUS GROUPS OF ASSEMBLIES AND FLANGE CATEGORIES <\/td>\n<\/tr>\n
301<\/td>\nL-3230-1 GROUP 1 FLANGE ASSEMBLY (IDENTICAL FLANGE PAIRS)
L-3230-2 GROUP 2 FLANGE ASSEMBLY <\/td>\n<\/tr>\n
302<\/td>\nL-3230-3 GROUP 3 FLANGE ASSEMBLY
L-3240-1 SUMMARY OF APPLICABLE FORMULAS FOR DIFFERENT GROUPS OF ASSEMBLIES AND DIFFERENT CATEGORIES OF FLANGES <\/td>\n<\/tr>\n
306<\/td>\nAPPENDIX M RECOMMENDATIONS FOR CONTROL OF WELDING, POSTWELD HEAT TREATMENT, AND NONDESTRUCTIVE EXAMINATION OF WELDS
M-1000 RECOMMENDATIONS FOR CONTROL OF WELDING, POSTWELD HEAT TREATMENT, AND NONDESTRUCTIVE EXAMINATION OF WELDS
M-1100 INTRODUCTION
M-1200 WELDING PROCEDURE SPECIFICATIONS <\/td>\n<\/tr>\n
307<\/td>\nM-1300 WELDING PERFORMANCE QUALIFICATION AND ASSIGNMENT
M-1400 CONTROL OF WELDING
M-1500 NONDESTRUCTIVE EXAMINATION OF WELDS
M-1600 POSTWELD HEAT TREATMENT
M-1700 EXAMINATION AND DIMENSIONAL INSPECTION <\/td>\n<\/tr>\n
308<\/td>\nAPPENDIX N DYNAMIC ANALYSIS METHODS
N-1000 DYNAMIC ANALYSIS METHODS
N-1100 INTRODUCTION AND SCOPE <\/td>\n<\/tr>\n
309<\/td>\nN-1200 SEISMIC ANALYSIS <\/td>\n<\/tr>\n
310<\/td>\nN-1211(A)-1 HORIZONTAL DESIGN RESPONSE SPECTRA SCALED TO 1 G HORIZONTAL GROUND ACCELERATION <\/td>\n<\/tr>\n
312<\/td>\nN-1211(A)-1 HORIZONTAL DESIGN RESPONSE SPECTRA RELATIVE VALUES OF SPECTRUM AMPLIFICATION FACTORS FOR CONTROL POINTS
N-1211(B)-1 VERTICAL DESIGN RESPONSE SPECTRA RELATIVE VALUES OF SPECTRUM AMPLIFICATION FACTORS FOR CONTROL POINTS <\/td>\n<\/tr>\n
313<\/td>\nN-1211(B)-1 VERTICAL DESIGN RESPONSE SPECTRA SCALED TO 1 G HORIZONTAL GROUND ACCELERATION <\/td>\n<\/tr>\n
323<\/td>\nN-1225.1.1(B)-1 MINIMUM SUPPORT LOAD FACTOR <\/td>\n<\/tr>\n
324<\/td>\nN-1226-1 SUGGESTED FREQUENCIES, HZ, FOR CALCULATION OF GROUND AND FLOOR RESPONSE SPECTRA <\/td>\n<\/tr>\n
325<\/td>\nN-1226-1 RESPONSE SPECTRUM PEAK BROADENING AND PEAK AMPLITUDE <\/td>\n<\/tr>\n
327<\/td>\nN-1226-2 USE OF FLOOR SPECTRA WHEN SEVERAL EQUIPMENT FREQUENCIES ARE WITHIN THE WIDENED SPECTRAL PEAK <\/td>\n<\/tr>\n
331<\/td>\nN-1228.3-1 COEFFICIENTS FOR A COMPONENT OF SHEAR FOR A UNIT DISPLACEMENT OF A NONDATUM SUPPORT <\/td>\n<\/tr>\n
332<\/td>\nN-1230-1 DAMPING VALUES <\/td>\n<\/tr>\n
336<\/td>\nN-1300 FLOW-INDUCED VIBRATION OF TUBES AND TUBE BANKS <\/td>\n<\/tr>\n
338<\/td>\nN-1311-1 ADDED MASS FOR LATERAL ACCELERATION OF STRUCTURES IN A FLUID RESERVOIR <\/td>\n<\/tr>\n
339<\/td>\nN-1311-2 GUIDELINES FOR DAMPING OF FLOW-INDUCED VIBRATION <\/td>\n<\/tr>\n
340<\/td>\nN-1321-1 VORTICES SHED FROM A CIRCULAR CYLINDER
N-1321-2 SOME TYPICAL CROSS SECTIONS OF BLUFF BODIES THAT CAN EXPERIENCE VORTEX SHEDDING <\/td>\n<\/tr>\n
342<\/td>\nN-1323-1 SYNCHRONIZATION OF THE VORTEX SHEDDING FREQUENCY AND THE TUBE NATURAL FREQUENCY FOR A SINGLE, FLEXIBLY-MOUNTED CIRCULAR CYLINDER. SYNCHRONIZATION OCCURS WITHIN THE SHADED REGION <\/td>\n<\/tr>\n
343<\/td>\nN-1324.2(A)-1 SEMIEMPIRICAL CORRELATIONS FOR PREDICTING RESONANT VORTEX-INDUCED VIBRATION AMPLITUDE <\/td>\n<\/tr>\n
345<\/td>\nN-1331-1 RESPONSE OF A TUBE BANK TO CROSS FLOW <\/td>\n<\/tr>\n
346<\/td>\nN-1331-2 TUBE VIBRATION PATTERNS AT FLUIDELASTIC INSTABILITY FOR A FOUR-TUBE ROW <\/td>\n<\/tr>\n
347<\/td>\nN-1331-3 TUBE ARRANGEMENTS <\/td>\n<\/tr>\n
348<\/td>\nN-1331-4 STABILITY DIAGRAM <\/td>\n<\/tr>\n
351<\/td>\nN-1343-1 RANDOM EXCITATION COEFFICIENT FOR ARRAYS IN CROSS FLOW <\/td>\n<\/tr>\n
353<\/td>\nN-1400 DYNAMICS OF COUPLED FLUID-SHELLS <\/td>\n<\/tr>\n
355<\/td>\nN-1430-1 VIBRATION FORMS FOR CIRCULAR CYLINDRICAL SHELLS <\/td>\n<\/tr>\n
358<\/td>\nN-1451-1 COMPARISON OF FRITZ AND KISS SOLUTION WITH EXACT SOLUTION <\/td>\n<\/tr>\n
360<\/td>\nN-1500 FLUID TRANSIENT DYNAMICS
N-1600 MISCELLANEOUS IMPULSIVE AND IMPACTIVE LOADS
N-1700 COMBINED RESPONSES <\/td>\n<\/tr>\n
361<\/td>\nN-1470-1 IMAGINARY PART OF Z AS A FUNCTION OF B\/A FOR SELECTED VALUE OF S <\/td>\n<\/tr>\n
363<\/td>\nN-1722.2-1 DEFINITION OF NOTATION <\/td>\n<\/tr>\n
365<\/td>\nN-1723.1-1
N-1723.1-2 <\/td>\n<\/tr>\n
366<\/td>\nN-1723.1-3
N-1723.1-4 <\/td>\n<\/tr>\n
368<\/td>\nREFERENCES TO APPENDIX N <\/td>\n<\/tr>\n
373<\/td>\nAPPENDIX O RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS
O-1000 RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS
O-1100 SCOPE AND DEFINITION <\/td>\n<\/tr>\n
374<\/td>\nO-1200 METHOD OF AND PROCEDURE FOR LOAD COMPUTATION
O-1120(E)-1 APPLICATION POINT OF VENTING FORCE F
O-1120(E)-2 LIMITING SAFETY VALVE ARRANGEMENTS AND DIMENSIONS <\/td>\n<\/tr>\n
375<\/td>\nO-1300 STRESS EVALUATION OPEN SYSTEM
O-1400 CLOSED DISCHARGE SYSTEMS \u2014 OPEN DISCHARGE SYSTEMS WITH LONG DISCHARGE PIPES \u2014 SYSTEMS WITH SLUG FLOW <\/td>\n<\/tr>\n
376<\/td>\nO-1500 DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n
377<\/td>\nAPPENDIX P CERTIFIED MATERIAL TEST REPORTS
P-1000 CERTIFIED MATERIAL TEST REPORTS
P-1100 INTRODUCTION
P-1200 GENERAL REQUIRED INFORMATION
P-1300 INFORMATION REQUIRED UNDER SPECIFIC CIRCUMSTANCES <\/td>\n<\/tr>\n
378<\/td>\nP-1400 EXECUTION <\/td>\n<\/tr>\n
379<\/td>\nAPPENDIX Q DESIGN RULES FOR CLAMP CONNECTIONS
Q-1000 DESIGN RULES FOR CLAMP CONNECTIONS
Q-1100 INTRODUCTION <\/td>\n<\/tr>\n
380<\/td>\nQ-1130-1 TYPICAL HUB AND CLAMP <\/td>\n<\/tr>\n
381<\/td>\nQ-1130-2 TYPICAL CLAMP LUG CONFIGURATIONS <\/td>\n<\/tr>\n
385<\/td>\nQ-1180-1 ALLOWABLE DESIGN STRESS FOR CLAMP CONNECTIONS <\/td>\n<\/tr>\n
386<\/td>\nAPPENDIX R DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE FROM TNDT FOR CLASSES 2 AND MC CONSTRUCTION
R-1000 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURES FROM TNDT FOR CLASSES 2 AND MC CONSTRUCTION
R-1100 INTRODUCTION
R-1200 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
387<\/td>\nR-1200-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
388<\/td>\nAPPENDIX S PUMP SHAFT DESIGN METHODS
S-1000 PUMP SHAFT DESIGN METHODS
S-1100 INTRODUCTION
S-1200 SCOPE
S-1300 DESIGN REQUIREMENTS
S-1400 RESPONSIBILITY
S-1500 OPERATING LOADS <\/td>\n<\/tr>\n
389<\/td>\nS-1600 SHAFT FAILURE MODES <\/td>\n<\/tr>\n
390<\/td>\nS-1600-1 TYPICAL CENTRIFUGAL PUMP SHAFT FAILURE LOCATIONS <\/td>\n<\/tr>\n
391<\/td>\nS-2000 DESIGN PROCEDURE
S-2100 CRITICAL SPEEDS
S-2200 MAXIMUM TORSIONAL LOAD
S-2300 SHAFT EVALUATION <\/td>\n<\/tr>\n
392<\/td>\nS-2300-1 STEPS IN THE DESIGN OF A PUMP SHAFT <\/td>\n<\/tr>\n
393<\/td>\nS-2400 OTHER CONSIDERATIONS <\/td>\n<\/tr>\n
394<\/td>\nAPPENDIX T RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS
T-1000 RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS
T-1100 INTRODUCTION <\/td>\n<\/tr>\n
396<\/td>\nT-1213-1 ILLUSTRATIONS OF ANGULAR DIMENSIONS \u2014 PIPE LEGS, VALVES, SUPPORTS, BENDS <\/td>\n<\/tr>\n
397<\/td>\nT-1200 TOTAL TOLERANCES <\/td>\n<\/tr>\n
398<\/td>\nT-1213-2 ILLUSTRATIONS OF LINEAR DIMENSIONS <\/td>\n<\/tr>\n
399<\/td>\nT-1222-1 BRANCH\/RUN SIZE COMBINATIONS <\/td>\n<\/tr>\n
401<\/td>\nAPPENDIX U RULES FOR PUMP INTERNALS
U-1000 RULES FOR PUMP INTERNALS
U-1100 INTRODUCTION
U-1200 GENERAL REQUIREMENTS
U-1300 MATERIALS <\/td>\n<\/tr>\n
403<\/td>\nU-1400 FABRICATION REQUIREMENTS <\/td>\n<\/tr>\n
407<\/td>\nU-1600-1 SUMMARY OF REQUIREMENTS <\/td>\n<\/tr>\n
408<\/td>\nU-1500-1 TYPICAL FOR TYPE A, C, E, F, AND\/OR SOME J (NB-3400) PUMPS <\/td>\n<\/tr>\n
409<\/td>\nU-1500-2 TYPICAL TYPE B AND D PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
410<\/td>\nU-1500-3 TYPICAL FOR TYPE G AND H PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
411<\/td>\nU-1500-4 TYPICAL FOR TYPE K PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
412<\/td>\nU-1500-5 TYPICAL FOR TYPE L PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
413<\/td>\nU-1500-6 RECIPROCATING PLUNGER PUMP (NC AND ND-3400) <\/td>\n<\/tr>\n
415<\/td>\nU-1500-7 TYPICAL TYPE A OR C PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
416<\/td>\nU-1610-1 MATERIALS FOR PUMP INTERNAL ITEMS FOR CLASS 1, 2, AND 3 PUMPS <\/td>\n<\/tr>\n
419<\/td>\nAPPENDIX W ENVIRONMENTAL EFFECTS ON COMPONENTS
W-1000 ENVIRONMENTAL EFFECTS ON COMPONENTS
W-1100 INTRODUCTION
W-1200 SECTION XI AND PLEX APPLICATIONS <\/td>\n<\/tr>\n
420<\/td>\nW-2000 SUMMARIES OF CORROSION DAMAGE MECHANISMS
W-2100 STRESS CORROSION CRACKING
W-2100-1 ENVIRONMENTAL CONDITIONS REQUIRED FOR SCC <\/td>\n<\/tr>\n
422<\/td>\nW-2200 GENERAL CORROSION AND WASTAGE <\/td>\n<\/tr>\n
424<\/td>\nW-2300 PITTING CORROSION <\/td>\n<\/tr>\n
425<\/td>\nW-2400 CREVICE CORROSION AND DENTING <\/td>\n<\/tr>\n
427<\/td>\nW-2500 INTERGRANULAR CORROSION ATTACK <\/td>\n<\/tr>\n
429<\/td>\nW-2600 MICROBIOLOGICALLY-INDUCED CORROSION AND FOULING <\/td>\n<\/tr>\n
430<\/td>\nW-2700 CORROSION FATIGUE AND CRACK GROWTH <\/td>\n<\/tr>\n
432<\/td>\nW-2800 FLOW ACCELERATED CORROSION <\/td>\n<\/tr>\n
434<\/td>\nW-2900 EROSION AND EROSION-CORROSION <\/td>\n<\/tr>\n
437<\/td>\nW-3000 SUMMARIES OF EMBRITTLEMENT DAMAGE MECHANISMS
W-3100 IRRADIATION-ASSISTED STRESS CORROSION CRACKING (IASCC) <\/td>\n<\/tr>\n
438<\/td>\nW-3200 THERMAL AGING EMBRITTLEMENT <\/td>\n<\/tr>\n
440<\/td>\nW-3300 RADIATION EMBRITTLEMENT
W-3400 HYDROGEN DAMAGE EMBRITTLEMENT AND DELAYED CRACKING <\/td>\n<\/tr>\n
442<\/td>\nW-4000 SUMMARIES OF OTHER DAMAGE MECHANISMS
W-4100 FRETTING AND WEAR <\/td>\n<\/tr>\n
443<\/td>\nW-4200 THERMAL FATIGUE
W-4300 DYNAMIC LOADING \u2014 VIBRATION, WATER HAMMER, AND UNSTABLE FLUID FLOW
W-4400 CREEP <\/td>\n<\/tr>\n
446<\/td>\nAPPENDIX Y EVALUATION OF THE DESIGN OF RECTANGULAR AND HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1, 2, AND 3 PIPING
Y-1000 EVALUATION OF THE DESIGN OF RECTANGULAR AND HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENT ON CLASS 1, 2, AND 3 PIPING
Y-1100 INTRODUCTION <\/td>\n<\/tr>\n
447<\/td>\nY-2000 PROCEDURE FOR EVALUATION OF THE DESIGN OF RECTANGULAR CROSS SECTION ATTACHMENTS ON CLASS 1 PIPING
Y-2100 INTRODUCTION
Y-2200 LIMITATIONS TO APPLICABILITY
Y-2300 NOMENCLATURE AND DEFINITIONS
Y-2300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
448<\/td>\nY-2400 EVALUATION PROCEDURE <\/td>\n<\/tr>\n
449<\/td>\nY-2500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
450<\/td>\nY-3000 PROCEDURE FOR EVALUATION OF THE DESIGN OF RECTANGULAR CROSS SECTION ATTACHMENTS ON CLASS 2 OR 3 PIPING
Y-3100 INTRODUCTION
Y-3200 LIMITATIONS TO APPLICABILITY
Y-3300 NOMENCLATURE AND DEFINITIONS
Y-3300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
451<\/td>\nY-3400 EVALUATION PROCEDURE <\/td>\n<\/tr>\n
452<\/td>\nY-3500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
453<\/td>\nY-4000 PROCEDURE FOR EVALUATION OF THE DESIGN OF HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1 PIPING
Y-4100 INTRODUCTION
Y-4200 LIMITATIONS TO APPLICABILITY
Y-4300 NOMENCLATURE AND DEFINITIONS
Y-4200-1 WELD TYPE ILLUSTRATION
Y-4300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
454<\/td>\nY-4400 EVALUATION PROCEDURE <\/td>\n<\/tr>\n
455<\/td>\nY-4500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
456<\/td>\nY-5000 PROCEDURE FOR EVALUATION OF THE DESIGN OF HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 2 AND 3 PIPING
Y-5100 INTRODUCTION
Y-5200 LIMITATIONS TO APPLICABILITY
Y-5300 NOMENCLATURE AND DEFINITIONS <\/td>\n<\/tr>\n
457<\/td>\nY-5400 EVALUATION PROCEDURE
Y-5300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
458<\/td>\nY-5500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
459<\/td>\nAPPENDIX Z INTERRUPTION OF CODE WORK
Z-1000 INTERRUPTION OF CODE WORK
Z-1100 INTRODUCTION
Z-1200 DEFINITIONS
Z-1300 DOCUMENTATION
Z-1400 OTHER CONSIDERATIONS
Z-1500 RESUMPTION OF CODE ACTIVITIES <\/td>\n<\/tr>\n
461<\/td>\nAPPENDIX AA GUIDANCE FOR THE USE OF U.S. CUSTOMARY AND SI UNITS IN THE ASME BOILER AND PRESSURE VESSEL CODE
AA-1000 USE OF UNITS IN EQUATIONS
AA-2000 GUIDELINES USED TO DEVELOP SI EQUIVALENTS <\/td>\n<\/tr>\n
463<\/td>\nAA-3000 SOFT CONVERSION FACTORS <\/td>\n<\/tr>\n
464<\/td>\nAPPENDIX BB METALLIC BRAIDED FLEXIBLE HOSE FOR CLASS 2 AND 3 SERVICE
BB-1000 SCOPE
BB-1100 RULES <\/td>\n<\/tr>\n
465<\/td>\nBB-2000 MATERIAL
BB-2100 SHEATHS, END PIECES, AND BRAIDS <\/td>\n<\/tr>\n
466<\/td>\nBB-3000 DESIGN
BB-3100 DESIGN FACTORS
BB-3200 GENERAL DESIGN REQUIREMENTS
BB-3300 SPECIAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
467<\/td>\nFIGURE
FIG. BB-3300-1 BELLOWS CONFIGURATION AND WRAP ANGLE, \ufffd <\/td>\n<\/tr>\n
468<\/td>\nBB-4000 FABRICATION
BB-4100 REQUIREMENTS <\/td>\n<\/tr>\n
469<\/td>\nBB-5000 EXAMINATION
BB-5100 PROCEDURES <\/td>\n<\/tr>\n
470<\/td>\nBB-6000 6000
BB-6100 HYDROSTATIC AND PNEUMATIC TESTING <\/td>\n<\/tr>\n
471<\/td>\nBB-7000 CERTIFICATION
BB-7100 PROVISIONS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – A -2007 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Appendices<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2007<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363178,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363175","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\/363175","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\/363178"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363175"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363175"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363175"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}