ASME BPVC III 1 A 2007
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ASME BPVC – III – 1 – A -2007 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Appendices
Published By | Publication Date | Number of Pages |
ASME | 2007 |
None
PDF Catalog
PDF Pages | PDF Title |
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4 | LIST OF BPVC SECTIONS |
6 | CONTENTS |
20 | FOREWORD |
22 | STATEMENTS OF POLICY |
24 | PERSONNEL |
36 | ORGANIZATION OF SECTION III |
38 | SUMMARY OF CHANGES |
40 | LIST OF CHANGES IN BC ORDER |
42 | MANDATORY APPENDICES APPENDIX I DESIGN FATIGUE CURVES |
43 | I-9.1 TABULATED VALUES OF SA, KSI (MPA), FROM FIGS. I-9.0 |
45 | I-9.1 DESIGN FATIGUE CURVES FOR CARBON, LOW ALLOY, AND HIGH TENSILE STEEL FOR METAL TEMPERATURES NOT EXCEEDING 700°F (370°C) |
47 | I-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°F (425°C) |
49 | I-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°F (425°C) |
51 | I-9.2.2 TABULATED VALUES OF SA, KSI (MPA), FROM FIG. I-9.2.2 |
52 | I-9.2.3 FLOW CHART FOR USE OF CURVES IN FIGS. I-9.2.2 AND I-9.2.2M |
53 | I-9.3 DESIGN FATIGUE CURVES FOR WROUGHT 70 COPPER-30 NICKEL ALLOY FOR TEMPERATURES NOT EXCEEDING 800°F (425°C) |
55 | I-9.4 DESIGN FATIGUE CURVES FOR HIGH STRENGTH STEEL BOLTING FOR TEMPERATURES NOT EXCEEDING 700°F (370°C) |
57 | I-9.5 DESIGN FATIGUE CURVES FOR NICKEL-CHROMIUM-MOLYBDENUM-IRON ALLOYS (UNS N06003, N06007, N06455, AND N10276) FOR TEMPERATURES NOT EXCEEDING 800°F (425°C) |
59 | I-9.5 TABULATED VALUES OF SA, KSI (MPA), FROM FIG. I-9.5 |
60 | I-9.6 DESIGN FATIGUE CURVES FOR GRADE 9 TITANIUM FOR TEMPERATURES NOT EXCEEDING 600°F (315°C) |
62 | I-9.6 TABULATED VALUES OF SA, KSI (MPA), FOR GRADE 9 TITANIUM FROM FIG. I-9.6 |
63 | APPENDIX II EXPERIMENTAL STRESS ANALYSIS II-1000 EXPERIMENTAL STRESS ANALYSIS II-1100 INTRODUCTION II-1200 PERMISSIBLE TYPES OF NONCYCLIC TESTS AND CALCULATION OF STRESSES |
64 | II-1300 TEST PROCEDURES |
65 | II-1400 INTERPRETATION OF RESULTS II-1500 CYCLIC TESTS |
66 | II-1430-1 CONSTRUCTION FOR II-1430 |
68 | II-1520(C)-1 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM |
69 | II-1520(C)-2 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM FOR ACCELERATED TESTS |
70 | II-1600 DETERMINATION OF FATIGUE STRENGTH REDUCTION FACTORS II-1700 EXPERIMENTAL STRESS ANALYSIS OF OPENINGS |
71 | II-1800 EXPERIMENTAL DETERMINATION OF STRESS INDICES FOR PIPING II-1900 EXPERIMENTAL DETERMINATION OF FLEXIBILITY FACTORS |
72 | II-2000 EXPERIMENTAL DETERMINATION OF STRESS INTENSIFICATION FACTORS II-2100 INTRODUCTION II-2200 DEFINITIONS II-2300 TEST PROCEDURE II-2400 STRESS INTENSIFICATION FACTOR |
73 | II-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 |
74 | II-2500 VARIATIONS IN MATERIALS AND GEOMETRY II-2600 TEST REPORT II-2440-1 STRESS INTENSIFICATION INCREASE FACTOR |
76 | APPENDIX III BASIS FOR ESTABLISHING DESIGN STRESS INTENSITY VALUES AND ALLOWABLE STRESS VALUES III-1000 INTRODUCTION III-1100 DERIVATION OF VALUES AND THEIR TABULAR ORGANIZATION |
78 | III-2000 DESIGN STRESS INTENSITY VALUES FOR CLASS 1 COMPONENTS III-2100 MECHANICAL PROPERTY CRITERIA III-2200 FATIGUE STRENGTH CRITERIA FOR ALL MATERIALS |
79 | APPENDIX IV APPROVAL OF NEW MATERIALS UNDER THE ASME BOILER AND PRESSURE VESSEL CODE APPENDIX V CERTIFICATE HOLDERS’ DATA REPORT FORMS, INSTRUCTIONS, AND APPLICATION FORMS FOR CERTIFICATES OF AUTHORIZATION FOR USE OF CODE SYMBOL STAMPS |
80 | FORM N-1 CERTIFICATE HOLDERS’ DATA REPORT FOR NUCLEAR VESSELS |
82 | FORM N-1A CERTIFICATE HOLDERS’ DATA REPORT FOR NUCLEAR VESSELS (ALTERNATE FORM FOR SINGLE CHAMBER COMPLETELY SHOP-FABRICATED VESSELS ONLY) |
83 | FORM N-2 CERTIFICATE HOLDERS’ DATA REPORT FOR IDENTICAL NUCLEAR PARTS AND APPURTENANCES |
85 | FORM N-3 OWNERS’ DATA REPORT FOR NUCLEAR POWER PLANT COMPONENTS |
87 | FORM N-5 CERTIFICATE HOLDERS’ DATA REPORT FOR INSTALLATION OR SHOP ASSEMBLY OF NUCLEAR POWER PLANT COMPONENTS, SUPPORTS, AND APPURTENANCES |
89 | FORM N-6 CERTIFICATE HOLDERS’ DATA REPORT FOR STORAGE TANKS |
91 | FORM NPP-1 CERTIFICATE HOLDERS’ DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES |
93 | FORM NPV-1 CERTIFICATE HOLDERS’ DATA REPORT FOR NUCLEAR PUMPS OR VALVES |
95 | FORM NV-1 CERTIFICATE HOLDERS’ DATA REPORT FOR PRESSURE OR VACUUM RELIEF VALVES |
97 | FORM NCS-1 CERTIFICATE HOLDERS’ DATA REPORT FOR CORE SUPPORT STRUCTURES |
98 | FORM NF-1 CERTIFICATE HOLDERS’ DATA REPORT FOR SUPPORTS |
100 | FORM NM-1 CERTIFICATE HOLDERS’ DATA REPORT FOR TUBULAR PRODUCTS AND FITTINGS WELDED WITH FILLER METAL |
101 | FORM NS-1 CERTIFICATE HOLDERS’ CERTIFICATE OF CONFORMANCE FOR WELDED SUPPORTS |
103 | FORM C-1 CERTIFICATE HOLDERS’ DATA REPORT FOR CONCRETE REACTOR VESSELS AND CONTAINMENTS |
105 | TABLE V-1000 |
111 | APPENDIX VI ROUNDED INDICATIONS VI-1000 ROUNDED INDICATIONS VI-1100 ACCEPTANCE STANDARDS FOR RADIOGRAPHICALLY DETERMINED ROUNDED INDICATIONS IN WELDS |
112 | VI-1132-1 MAXIMUM SIZE OF NONRELEVANT INDICATIONS AND ACCEPTABLE ROUNDED INDICATIONS — EXAMPLES ONLY |
113 | VI-1134-1 ALIGNED ROUNDED INDICATIONS VI-1134-2 GROUPS OF ALIGNED ROUNDED INDICATIONS |
114 | VI-1136-1 CHARTS FOR T EQUAL TO 1/8–1/4 IN. (3–6 MM), INCLUSIVE VI-1136-2 CHARTS FOR T OVER 1/4–3/8 IN. (6–10 MM), INCLUSIVE |
115 | VI-1136-3 CHARTS FOR T OVER 3/8–3/4 IN. (10–19 MM), INCLUSIVE |
116 | VI-1136-4 CHARTS FOR T OVER 3/4–2 IN. (19–50 MM), INCLUSIVE |
117 | VI-1136-5 CHARTS FOR T OVER 2–4 IN. (50–100 MM), INCLUSIVE |
118 | VI-1136-6 CHARTS FOR T OVER 4 IN. (100 MM) |
119 | APPENDIX XI RULES FOR BOLTED FLANGE CONNECTIONS FOR CLASS 2 AND 3 COMPONENTS XI-1000 INTRODUCTION XI-1100 GENERAL REQUIREMENTS |
121 | XI-2000 MATERIALS FOR BOLTED FLANGE CONNECTIONS XI-2100 MATERIAL REQUIREMENTS |
122 | XI-3000 DESIGN REQUIREMENTS XI-3100 GENERAL REQUIREMENTS |
123 | XI-3120-1 TYPES OF FLANGES |
126 | XI-3221.1-1 GASKET MATERIALS AND CONTACT FACINGS |
128 | XI-3221.1-2 EFFECTIVE GASKET WIDTH |
129 | XI-3200 CLASS RF FLANGE DESIGN XI-3230-1 MOMENT ARMS FOR FLANGE LOADS |
131 | XI-3240-1 FLANGE FACTORS IN FORMULA FORM |
134 | XI-3240-1 VALUES OF T, U, Y, AND Z (TERMS INVOLVING K) |
135 | XI-3240-2 VALUES OF F (INTEGRAL FLANGE FACTORS) XI-3240-3 VALUES OF V (INTEGRAL FLANGE FACTORS) |
136 | XI-3240-4 VALUES OF FL (LOOSE HUB FLANGE FACTORS) XI-3240-5 VALUES OF VL (LOOSE HUB FLANGE FACTORS) |
137 | XI-3240-6 VALUES OF F (HUB STRESS CORRECTION FACTOR) |
138 | APPENDIX XII DESIGN CONSIDERATIONS FOR BOLTED FLANGE CONNECTIONS XII-1000 DESIGN CONSIDERATIONS FOR BOLTED FLANGE CONNECTIONS XII-1100 CONSIDERATIONS |
141 | APPENDIX 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 |
145 | XIII-1130-1 CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES |
148 | XIII-1141-1 STRESS CATEGORIES AND LIMITS OF STRESS INTENSITY |
149 | XIII-1153(A)-1 VALUES OF M, N, AND TMAX FOR VARIOUS CLASSES OF PERMITTED MATERIALS |
151 | XIII-2000 PRESSURE STRESSES IN OPENINGS FOR FATIGUE EVALUATION XIII-2100 METHODS OF EVALUATION XIII-2122-1 DIRECTION OF STRESS COMPONENTS |
152 | XIII-2123-1 NOZZLES IN SPHERICAL SHELLS AND FORMED HEADS XIII-2123-2 NOZZLES IN CYLINDRICAL SHELLS |
153 | XIII-2124(E)-1 NOZZLE NOMENCLATURE AND DIMENSIONS |
155 | APPENDIX 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 |
157 | XIV-1300 ANALYSIS FOR CYCLIC SERVICE OF BOLTS |
158 | XIV-1400 ANALYSIS FOR THERMAL STRESS RATCHET |
159 | APPENDIX XVIII CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES XVIII-1000 CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES XVIII-1100 PROCEDURE FOR CONVERSION |
160 | XVIII-1110-1 SUPERHEAT CORRECTION FACTOR KSH |
163 | XVIII-1110-1 CONSTANT C FOR GAS OR VAPOR RELATED TO RATIO OF SPECIFIC HEATS (K P CP/CV) |
164 | XVIII-1110(A)-1 MOLECULAR WEIGHTS OF GASES AND VAPORS |
165 | XVIII-1140-1 FLOW CAPACITY CURVE FOR RATING NOZZLE TYPE SAFETY VALVES ON SATURATED WATER (BASED ON 10% OVERPRESSURE) |
167 | APPENDIX 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 |
168 | XIX-1110-1 APPLICABLE CONFIGURATIONS OF FLAT HEADS XIX-1110-2 INTEGRAL FLAT HEAD WITH LARGE CENTRAL OPENING |
170 | APPENDIX 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 |
171 | XX-1300 CODE REVISIONS OR ADDITIONS XX-1400 CODE CASES XX-1500 CODE INTERPRETATIONS XX-1600 SUBMITTALS |
172 | APPENDIX XXI ADHESIVE ATTACHMENT OF NAMEPLATES XXI-1000 ADHESIVE ATTACHMENT OF NAMEPLATES XXI-1100 INTRODUCTION |
173 | APPENDIX 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 |
174 | XXII-1300 DESIGN PRESSURE XXII-1200-1 VALUES OF DELTA FOR JUNCTIONS AT THE LARGE CYLINDER FOR alpha LESS THAN OR EQUAL TO 60 DEG. |
177 | APPENDIX XXIII QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS XXIII-1000 QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS XXIII-1100 SCOPE XXIII-1200 QUALIFICATIONS |
178 | XXIII-1300 DUTIES |
181 | NONMANDATORY GUIDES GUIDE A SAMPLE STATEMENTS FORM A-1 DESIGN SPECIFICATION (DIV. 1 AND 2) |
182 | FORM A-2 DESIGN REPORT |
183 | FORM A-3 OVERPRESSURE PROTECTION REPORT (DIV. 1 AND 2) |
184 | FORM A-4 DESIGN SPECIFICATION (DIV. 3) |
185 | FORM A-5 FABRICATION SPECIFICATION (DIV. 3) |
186 | GUIDE B GUIDELINES FOR ESTABLISHING ASME CODE KNOWLEDGE |
187 | B1 DESIGN SPECIFICATION — DIVISIONS 1 AND 2 B2 DESIGN REPORT — DIVISION 1 B3 OVERPRESSURE PROTECTION REPORT — DIVISIONS 1 AND 2 B4 LOAD CAPACITY DATA SHEET — DIVISION 1 |
188 | B5 CONSTRUCTION SPECIFICATION, DESIGN DRAWINGS, AND DESIGN REPORT — DIVISION 2 B6 DESIGN SPECIFICATION — DIVISION 3 B7 DESIGN REPORT — DIVISION 3 B8 FABRICATION SPECIFICATION — DIVISION 3 |
189 | GUIDE C GUIDELINES FOR DEMONSTRATING PE QUALIFICATIONS |
190 | APPENDIX XXIV STANDARD UNITS FOR USE IN EQUATIONS XXIV-1000 STANDARD UNITS FOR USE IN EQUATIONS |
192 | NONMANDATORY APPENDICES APPENDIX A STRESS ANALYSIS METHODS A-1000 STRESS ANALYSIS METHODS A-1100 INTRODUCTION |
193 | A-2000 ANALYSIS OF CYLINDRICAL SHELLS A-2100 INTRODUCTION A-2120-1 |
194 | A-2200 STRESS INTENSITIES, DISPLACEMENTS, BENDING MOMENTS, AND LIMITING VALUES |
197 | A-3000 ANALYSIS OF SPHERICAL SHELLS A-3100 INTRODUCTION |
198 | A-3200 STRESS INTENSITIES, BENDING ANALYSIS, DISPLACEMENTS, AND EDGE LOADS A-3120-1 |
201 | A-4000 DESIGN CRITERIA AND EQUATIONS FOR TORISPHERICAL AND ELLIPSOIDAL HEADS A-4100 INTRODUCTION |
203 | A-5000 ANALYSIS OF FLAT CIRCULAR HEADS A-5100 INTRODUCTION A-5200 LOADS, DISPLACEMENTS, AND GEOMETRY CONSTANTS A-5120-1 |
204 | A-5212-1 A-5213-1 A-5221-1 |
205 | A-5222-1 |
206 | A-5240-1 |
207 | A-6000 DISCONTINUITY STRESSES A-6100 INTRODUCTION A-6200 METHOD OF AND PROCEDURE FOR DISCONTINUITY ANALYSIS |
208 | A-6230-1 |
209 | A-6230-2 A-6230-3 |
210 | A-6230-4 A-6230-5 |
213 | A-7000 THERMAL STRESSES A-7100 INTRODUCTION |
214 | A-8000 STRESSES IN PERFORATED FLAT PLATES A-8100 INTRODUCTION |
215 | A-8120-1 |
216 | A-8131-1 |
217 | A-8132.1-1 A-8132.2-1 |
218 | A-8132.3-1 A-8132.4-1 |
219 | A-8142-1 A-8142-2 |
220 | A-8142-3 |
221 | A-8142-4 |
222 | A-8142-5 |
224 | A-8142-6 |
225 | A-8143.2-1 |
226 | A-8153-1 |
227 | A-9000 INTERACTION METHOD A-9100 INTRODUCTION |
228 | A-9200 INTERACTION EQUATIONS A-9300 ALLOWABLE LOADS AND STRESSES A-9400 NEW INTERACTION EQUATIONS |
229 | A-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 |
230 | A-9500 DETERMINATION OF ALLOWABLE BENDING STRENGTH OF BEAMS BY THE APPARENT STRESS METHOD |
231 | A-9523.1-1 SIGN CONVENTION AND NOMENCLATURE A-9521(B)-1 SECTION FACTORS |
232 | A-9531-1 BENDING AND SHEAR STRESSES |
233 | A-9532(C)(3)-1 INTERACTION EXPONENT |
234 | A-9533(B)-1 INTERACTION CURVE FOR BENDING AND TENSION A-9541-1 TRAPEZOIDAL STRESS–STRAIN RELATIONSHIP |
236 | A-9541-2 ULTIMATE AND YIELD TRAPEZOIDAL INTERCEPT STRESSES A-9541-3 LINEARIZED ULTIMATE AND YIELD BENDING STRESSES FOR RECTANGULAR SECTION |
237 | A-9541-4 PROPORTIONAL LIMIT AS A FUNCTION OF YIELD STRESS |
238 | A-9542-1 LINEARIZED BENDING STRESS VERSUS ALLOWABLE STRESS FOR SA-672 A50 MATERIAL AT 600°F (316°C) |
239 | APPENDIX B OWNER’S DESIGN SPECIFICATIONS B-1000 INTRODUCTION AND SCOPE B-1100 INTRODUCTION B-1200 SCOPE OF CERTIFIED DESIGN SPECIFICATION |
240 | B-2000 GENERIC REQUIREMENTS B-2100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
242 | B-2123-1 TIME-DEPENDENT LOAD INFORMATION |
244 | B-2200 OPERABILITY B-2300 REGULATORY REQUIREMENTS |
245 | B-3000 SPECIFIC VESSEL REQUIREMENTS B-3100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
246 | B-4000 SPECIFIC PUMP REQUIREMENTS B-4100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS B-4200 OPERABILITY REQUIREMENTS FOR PUMPS B-4300 REGULATORY REQUIREMENTS |
247 | B-5000 SPECIFIC VALVE REQUIREMENTS B-5100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS B-5200 OPERABILITY REQUIREMENTS FOR VALVES |
248 | B-5300 REGULATORY REQUIREMENTS |
249 | B-6000 SPECIFIC PIPING REQUIREMENTS B-6100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
250 | B-7000 SPECIFIC CONTAINMENT REQUIREMENTS B-7100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
251 | B-8000 SPECIFIC COMPONENT SUPPORT REQUIREMENTS B-8100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS B-8300 REGULATORY REQUIREMENTS |
252 | B-9000 SPECIFIC CORE SUPPORT STRUCTURES REQUIREMENTS B-9100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
254 | B-10000 SPECIFIC PARTS AND MISCELLANEOUS ITEMS REQUIREMENTS B-10100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
255 | APPENDIX C CERTIFICATE HOLDER’S DESIGN REPORT C-1000 CERTIFICATE HOLDER’S DESIGN REPORT C-1100 INTRODUCTION |
256 | C-1200 THERMAL ANALYSIS |
257 | C-1300 STRUCTURAL ANALYSIS C-1400 FATIGUE EVALUATION |
259 | APPENDIX D NONMANDATORY PREHEAT PROCEDURES D-1000 NONMANDATORY PREHEAT PROCEDURES D-1100 INTRODUCTION D-1200 FERROUS MATERIALS |
261 | APPENDIX E MINIMUM BOLT CROSS-SECTIONAL AREA E-1000 MINIMUM BOLT CROSS-SECTIONAL AREA E-1100 INTRODUCTION E-1200 DESIGN CROSS-SECTIONAL AREA |
263 | E-1210-1 GASKET MATERIALS AND CONTACT FACINGS |
265 | E-1210-2 EFFECTIVE GASKET WIDTH |
266 | APPENDIX 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 |
267 | F-1200-1 LEVEL D SERVICE LIMITS |
274 | F-1400 VESSELS |
276 | APPENDIX G FRACTURE TOUGHNESS CRITERIA FOR PROTECTION AGAINST FAILURE G-1000 INTRODUCTION |
277 | G-2000 VESSELS G-2100 GENERAL REQUIREMENTS G-2200 LEVEL A AND LEVEL B SERVICE LIMITS G-2400 HYDROSTATIC TEST TEMPERATURE |
278 | G-2210-1 |
280 | G-2214-1 |
282 | G-2214-2 G-2214-3 |
284 | G-2300 LEVEL C AND LEVEL D SERVICE LIMITS |
285 | APPENDIX K TOLERANCES K-1000 TOLERANCES K-1100 INTRODUCTION K-1200 OBJECTIVE K-1300 GENERAL REQUIREMENTS |
286 | K-1330-1 LOCAL INSTALLATION TOLERANCES FOR PIPING SUPPORTS |
291 | APPENDIX L CLASS FF FLANGE DESIGN FOR CLASS 2 AND 3 COMPONENTS AND CLASS MC VESSELS L-1000 CLASS FF FLANGES — INTRODUCTION L-1100 GENERAL REQUIREMENTS |
292 | L-2000 CLASS FF FLANGES — MATERIALS L-2100 MATERIAL REQUIREMENTS |
293 | L-3000 CLASS FF FLANGES — DESIGN L-3100 GENERAL REQUIREMENTS |
296 | L-3191-1 BOLT HOLE FLEXIBILITY FACTOR |
297 | L-3191-2 FLANGE DIMENSIONS AND FORCES |
298 | L-3200 DESIGN OF FLANGES AND BOLTING |
299 | L-3212-1 TRIAL FLANGE THICKNESS AND AREA OF BOLTING FOR VARIOUS GROUPS OF ASSEMBLIES AND FLANGE CATEGORIES |
301 | L-3230-1 GROUP 1 FLANGE ASSEMBLY (IDENTICAL FLANGE PAIRS) L-3230-2 GROUP 2 FLANGE ASSEMBLY |
302 | L-3230-3 GROUP 3 FLANGE ASSEMBLY L-3240-1 SUMMARY OF APPLICABLE FORMULAS FOR DIFFERENT GROUPS OF ASSEMBLIES AND DIFFERENT CATEGORIES OF FLANGES |
306 | APPENDIX 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 |
307 | M-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 |
308 | APPENDIX N DYNAMIC ANALYSIS METHODS N-1000 DYNAMIC ANALYSIS METHODS N-1100 INTRODUCTION AND SCOPE |
309 | N-1200 SEISMIC ANALYSIS |
310 | N-1211(A)-1 HORIZONTAL DESIGN RESPONSE SPECTRA SCALED TO 1 G HORIZONTAL GROUND ACCELERATION |
312 | N-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 |
313 | N-1211(B)-1 VERTICAL DESIGN RESPONSE SPECTRA SCALED TO 1 G HORIZONTAL GROUND ACCELERATION |
323 | N-1225.1.1(B)-1 MINIMUM SUPPORT LOAD FACTOR |
324 | N-1226-1 SUGGESTED FREQUENCIES, HZ, FOR CALCULATION OF GROUND AND FLOOR RESPONSE SPECTRA |
325 | N-1226-1 RESPONSE SPECTRUM PEAK BROADENING AND PEAK AMPLITUDE |
327 | N-1226-2 USE OF FLOOR SPECTRA WHEN SEVERAL EQUIPMENT FREQUENCIES ARE WITHIN THE WIDENED SPECTRAL PEAK |
331 | N-1228.3-1 COEFFICIENTS FOR A COMPONENT OF SHEAR FOR A UNIT DISPLACEMENT OF A NONDATUM SUPPORT |
332 | N-1230-1 DAMPING VALUES |
336 | N-1300 FLOW-INDUCED VIBRATION OF TUBES AND TUBE BANKS |
338 | N-1311-1 ADDED MASS FOR LATERAL ACCELERATION OF STRUCTURES IN A FLUID RESERVOIR |
339 | N-1311-2 GUIDELINES FOR DAMPING OF FLOW-INDUCED VIBRATION |
340 | N-1321-1 VORTICES SHED FROM A CIRCULAR CYLINDER N-1321-2 SOME TYPICAL CROSS SECTIONS OF BLUFF BODIES THAT CAN EXPERIENCE VORTEX SHEDDING |
342 | N-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 |
343 | N-1324.2(A)-1 SEMIEMPIRICAL CORRELATIONS FOR PREDICTING RESONANT VORTEX-INDUCED VIBRATION AMPLITUDE |
345 | N-1331-1 RESPONSE OF A TUBE BANK TO CROSS FLOW |
346 | N-1331-2 TUBE VIBRATION PATTERNS AT FLUIDELASTIC INSTABILITY FOR A FOUR-TUBE ROW |
347 | N-1331-3 TUBE ARRANGEMENTS |
348 | N-1331-4 STABILITY DIAGRAM |
351 | N-1343-1 RANDOM EXCITATION COEFFICIENT FOR ARRAYS IN CROSS FLOW |
353 | N-1400 DYNAMICS OF COUPLED FLUID-SHELLS |
355 | N-1430-1 VIBRATION FORMS FOR CIRCULAR CYLINDRICAL SHELLS |
358 | N-1451-1 COMPARISON OF FRITZ AND KISS SOLUTION WITH EXACT SOLUTION |
360 | N-1500 FLUID TRANSIENT DYNAMICS N-1600 MISCELLANEOUS IMPULSIVE AND IMPACTIVE LOADS N-1700 COMBINED RESPONSES |
361 | N-1470-1 IMAGINARY PART OF Z AS A FUNCTION OF B/A FOR SELECTED VALUE OF S |
363 | N-1722.2-1 DEFINITION OF NOTATION |
365 | N-1723.1-1 N-1723.1-2 |
366 | N-1723.1-3 N-1723.1-4 |
368 | REFERENCES TO APPENDIX N |
373 | APPENDIX O RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS O-1000 RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS O-1100 SCOPE AND DEFINITION |
374 | O-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 |
375 | O-1300 STRESS EVALUATION OPEN SYSTEM O-1400 CLOSED DISCHARGE SYSTEMS — OPEN DISCHARGE SYSTEMS WITH LONG DISCHARGE PIPES — SYSTEMS WITH SLUG FLOW |
376 | O-1500 DESIGN CONSIDERATIONS |
377 | APPENDIX 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 |
378 | P-1400 EXECUTION |
379 | APPENDIX Q DESIGN RULES FOR CLAMP CONNECTIONS Q-1000 DESIGN RULES FOR CLAMP CONNECTIONS Q-1100 INTRODUCTION |
380 | Q-1130-1 TYPICAL HUB AND CLAMP |
381 | Q-1130-2 TYPICAL CLAMP LUG CONFIGURATIONS |
385 | Q-1180-1 ALLOWABLE DESIGN STRESS FOR CLAMP CONNECTIONS |
386 | APPENDIX 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 |
387 | R-1200-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE |
388 | APPENDIX 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 |
389 | S-1600 SHAFT FAILURE MODES |
390 | S-1600-1 TYPICAL CENTRIFUGAL PUMP SHAFT FAILURE LOCATIONS |
391 | S-2000 DESIGN PROCEDURE S-2100 CRITICAL SPEEDS S-2200 MAXIMUM TORSIONAL LOAD S-2300 SHAFT EVALUATION |
392 | S-2300-1 STEPS IN THE DESIGN OF A PUMP SHAFT |
393 | S-2400 OTHER CONSIDERATIONS |
394 | APPENDIX T RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS T-1000 RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS T-1100 INTRODUCTION |
396 | T-1213-1 ILLUSTRATIONS OF ANGULAR DIMENSIONS — PIPE LEGS, VALVES, SUPPORTS, BENDS |
397 | T-1200 TOTAL TOLERANCES |
398 | T-1213-2 ILLUSTRATIONS OF LINEAR DIMENSIONS |
399 | T-1222-1 BRANCH/RUN SIZE COMBINATIONS |
401 | APPENDIX U RULES FOR PUMP INTERNALS U-1000 RULES FOR PUMP INTERNALS U-1100 INTRODUCTION U-1200 GENERAL REQUIREMENTS U-1300 MATERIALS |
403 | U-1400 FABRICATION REQUIREMENTS |
407 | U-1600-1 SUMMARY OF REQUIREMENTS |
408 | U-1500-1 TYPICAL FOR TYPE A, C, E, F, AND/OR SOME J (NB-3400) PUMPS |
409 | U-1500-2 TYPICAL TYPE B AND D PUMPS (NC AND ND-3400) |
410 | U-1500-3 TYPICAL FOR TYPE G AND H PUMPS (NC AND ND-3400) |
411 | U-1500-4 TYPICAL FOR TYPE K PUMPS (NC AND ND-3400) |
412 | U-1500-5 TYPICAL FOR TYPE L PUMPS (NC AND ND-3400) |
413 | U-1500-6 RECIPROCATING PLUNGER PUMP (NC AND ND-3400) |
415 | U-1500-7 TYPICAL TYPE A OR C PUMPS (NC AND ND-3400) |
416 | U-1610-1 MATERIALS FOR PUMP INTERNAL ITEMS FOR CLASS 1, 2, AND 3 PUMPS |
419 | APPENDIX W ENVIRONMENTAL EFFECTS ON COMPONENTS W-1000 ENVIRONMENTAL EFFECTS ON COMPONENTS W-1100 INTRODUCTION W-1200 SECTION XI AND PLEX APPLICATIONS |
420 | W-2000 SUMMARIES OF CORROSION DAMAGE MECHANISMS W-2100 STRESS CORROSION CRACKING W-2100-1 ENVIRONMENTAL CONDITIONS REQUIRED FOR SCC |
422 | W-2200 GENERAL CORROSION AND WASTAGE |
424 | W-2300 PITTING CORROSION |
425 | W-2400 CREVICE CORROSION AND DENTING |
427 | W-2500 INTERGRANULAR CORROSION ATTACK |
429 | W-2600 MICROBIOLOGICALLY-INDUCED CORROSION AND FOULING |
430 | W-2700 CORROSION FATIGUE AND CRACK GROWTH |
432 | W-2800 FLOW ACCELERATED CORROSION |
434 | W-2900 EROSION AND EROSION-CORROSION |
437 | W-3000 SUMMARIES OF EMBRITTLEMENT DAMAGE MECHANISMS W-3100 IRRADIATION-ASSISTED STRESS CORROSION CRACKING (IASCC) |
438 | W-3200 THERMAL AGING EMBRITTLEMENT |
440 | W-3300 RADIATION EMBRITTLEMENT W-3400 HYDROGEN DAMAGE EMBRITTLEMENT AND DELAYED CRACKING |
442 | W-4000 SUMMARIES OF OTHER DAMAGE MECHANISMS W-4100 FRETTING AND WEAR |
443 | W-4200 THERMAL FATIGUE W-4300 DYNAMIC LOADING — VIBRATION, WATER HAMMER, AND UNSTABLE FLUID FLOW W-4400 CREEP |
446 | APPENDIX 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 |
447 | Y-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 |
448 | Y-2400 EVALUATION PROCEDURE |
449 | Y-2500 ANALYSIS DOCUMENTATION |
450 | Y-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 |
451 | Y-3400 EVALUATION PROCEDURE |
452 | Y-3500 ANALYSIS DOCUMENTATION |
453 | Y-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 |
454 | Y-4400 EVALUATION PROCEDURE |
455 | Y-4500 ANALYSIS DOCUMENTATION |
456 | Y-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 |
457 | Y-5400 EVALUATION PROCEDURE Y-5300-1 NOMENCLATURE ILLUSTRATION |
458 | Y-5500 ANALYSIS DOCUMENTATION |
459 | APPENDIX 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 |
461 | APPENDIX 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 |
463 | AA-3000 SOFT CONVERSION FACTORS |
464 | APPENDIX BB METALLIC BRAIDED FLEXIBLE HOSE FOR CLASS 2 AND 3 SERVICE BB-1000 SCOPE BB-1100 RULES |
465 | BB-2000 MATERIAL BB-2100 SHEATHS, END PIECES, AND BRAIDS |
466 | BB-3000 DESIGN BB-3100 DESIGN FACTORS BB-3200 GENERAL DESIGN REQUIREMENTS BB-3300 SPECIAL DESIGN REQUIREMENTS |
467 | FIGURE FIG. BB-3300-1 BELLOWS CONFIGURATION AND WRAP ANGLE, � |
468 | BB-4000 FABRICATION BB-4100 REQUIREMENTS |
469 | BB-5000 EXAMINATION BB-5100 PROCEDURES |
470 | BB-6000 6000 BB-6100 HYDROSTATIC AND PNEUMATIC TESTING |
471 | BB-7000 CERTIFICATION BB-7100 PROVISIONS |