ASME BPVC III 1 A 2010
$290.00
ASME BPVC – III – 1 – A -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Appendices
Published By | Publication Date | Number of Pages |
ASME | 2010 |
None
PDF Catalog
PDF Pages | PDF Title |
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5 | CONTENTS |
20 | LIST OF SECTIONS |
22 | FOREWORD |
24 | STATEMENTS OF POLICY |
25 | PERSONNEL |
37 | ORGANIZATION OF SECTION II |
39 | SUMMARY OF CHANGES |
41 | LIST OF CHANGES IN RECORD NUMBER ORDER |
43 | MANDATORY APPENDICES MANDATORY APPENDIX I DESIGN FATIGUE CURVES |
44 | TABLES TABLE I-9.0 TABULATED VALUES OF TABULATED VALUES OF Sa, ksi, FROM FIGS. I-9.0 |
46 | FIGURES FIG. I-9.1 DESIGN FATIGUE CURVES FOR CARBON, LOW ALLOY, AND HIGH TENSILE STEELS FOR METALTEMPERATURES NOT EXCEEDING 700°F |
48 | TABLE I-9.1 TABULATED VALUES OF Sa, ksi (MPa), FROM FIGS. I-9.1 AND I-9.1M |
49 | FIG. I-9.2 DESIGN FATIGUE CURVES FOR AUSTENITIC STEELS, NICKEL–CHROMIUM–IRON ALLOY, NICKEL–IRON–CHROMIUM ALLOY, AND NICKEL–COPPER ALLOY FOR TEMPERATURES NOT EXCEEDING 800°F |
51 | TABLE I-9.2 TABULATED VALUES OF Sa, ksi (MPa), FROM FIGS. I-9.2 AND I-9.2M |
52 | FIG. I-9.3 DESIGN FATIGUE CURVES FOR WROUGHT 70 COPPER–30 NICKEL ALLOY FOR TEMPERATURES NOT EXCEEDING 800°F |
54 | FIG. I-9.4 DESIGN FATIGUE CURVES FOR HIGH STRENGTH STEEL BOLTING FOR TEMPERATURES NOT EXCEEDING 700°F |
56 | FIG. I-9.5 DESIGN FATIGUE CURVES FOR NICKEL-CHROMIUM-MOLYBDENUM-IRON ALLOYS (UNS N06003, N06007, N06455, AND N10276) FOR TEMPERATURES NOT EXCEEDING 800°F |
58 | TABLE I-9.5 TABULATED VALUES OF Sa ,ksi (MPa), FROM FIGS. I-9.5 AND I-9.5M |
59 | FIG. I-9.6 DESIGN FATIGUE CURVES FOR GRADE 9 TITANIUM FOR TEMPERATURES NOT EXCEEDING 600°F |
61 | TABLE I-9.6 TABULATED VALUES OF Sa ,ksi (MPa), FOR GRADE 9 TITANIUM FROM FIGS. I-9.6 AND I-9.6M |
62 | FIG. I-9.7 DESIGN FATIGUE CURVES FOR NICKEL-CHROMIUM ALLOY 718 (SB-637 UNS N07718) FOR DESIGN OF 2 in. (50 mm) AND SMALLER DIAMETER BOLTING FOR TEMPERATURES NOT EXCEEDING 800°F (427°C) |
63 | TABLE I-9.7 TABULATED VALUES OF Sa , ksi (MPa), FROM FIG. I-9.7 |
64 | MANDATORY APPENDIX II ARTICLE II-1000 EXPERIMENTAL STRESS ANALYSIS II- 1100 INTRODUCTION II- 1200 PERMISSIBLE TYPES OF NONCYCLIC TESTS AND CALCULATION OF STRESSES |
65 | II- 1300 TEST PROCEDURES |
66 | II- 1400 INTERPRETATION OF RESULTS II- 1500 CYCLIC TESTS |
67 | FIGURES FIG. II-1430-1 CONSTRUCTION FOR II-1430 |
69 | FIG. II-1520(c)-1 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM |
70 | FIG. II-1520(c)-2 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM FOR ACCELERATED TESTS |
71 | II- 1600 DETERMINATION OF FATIGUE STRENGTH REDUCTION FACTORS II- 1700 EXPERIMENTAL STRESS ANALYSIS OF OPENINGS |
72 | II- 1800 EXPERIMENTAL DETERMINATION OF STRESS INDICES FOR PIPING II- 1900 EXPERIMENTAL DETERMINATION OF FLEXIBILITY FACTORS |
73 | ARTICLE II- 2000 EXPERIMENTAL DETERMINATION OF STRESS INTENSIFICATION FACTORS II- 2100 INTRODUCTION II- 2200 DEFINITIONS II- 2300 TEST PROCEDURE II- 2400 STRESS INTENSIFICATION FACTOR |
74 | FIG. II-2310-1 SCHEMATIC OF TEST ASSEMBLY FIG. II-2330-1 DISPLACEMENT DAND FORCE F RECORDED DURING LOADING AND UNLOADING OF TEST SPECIMEN, WITH LINEAR DISPLACEMENT |
75 | II- 2500 VARIATIONS IN MATERIALS AND GEOMETRY II- 2600 TEST REPORT TABLE TABLE II-2440-1 STRESS INTENSIFICATION INCREASE FACTOR |
77 | MANDATORY APPENDIX III BASIS FOR ESTABLISHING DESIGN STRESS INTENSITY VALUES AND ALLOWABLE STRESS VALUES ARTICLE III-1000 INTRODUCTION III- 1100 DERIVATION OF VALUES AND THEIR TABULAR ORGANIZATION |
79 | ARTICLE III- 2000 DESIGN STRESS INTENSITY VALUES FOR CLASS 1 COMPONENTS III- 2100 MECHANICAL PROPERTY CRITERIA III- 2200 FATIGUE STRENGTH CRITERIA FOR ALL MATERIALS |
80 | MANDATORY APPENDIX IV APPROVAL OF NEW MATERIALS UNDER THE ASME BOILER AND PRESSURE VESSEL CODE MANDATORY APPENDIX V CERTIFICATE HOLDER’S DATA REPORT FORMS, INSTRUCTIONS, AND APPLICATION FORMS FOR CERTIFICATES OF AUTHORIZATION FOR USE OF CODE SYMBOL STAMPS |
81 | FORMS FORM N-1 CERTIFICATE HOLDER’S DATA REPORT FOR NUCLEAR VESSELS* As Required by the Provisions of the ASME Code, Section III, Division 1 |
83 | FORM N-1A CERTIFICATE HOLDER’S DATA REPORT FOR NUCLEAR VESSELS* Alternate Form for Single Chamber Completely Shop-Fabricated Vessels Only As Required by the Provisions of the ASME Code, Section III, Division 1 |
84 | FORM N-2 CERTIFICATE HOLDER’S DATA REPORT FOR IDENTICAL NUCLEAR PARTS AND APPURTENANCES* As Required by the Provisions of the ASME Code, Section III Not to Exceed One Day’s Production |
86 | FORM N-3 OWNER’S DATA REPORT FOR NUCLEAR POWER PLANT COMPONENTS* As Required by the Provisions of the ASME Code, Section III |
88 | FORM N-5 CERTIFICATE HOLDER’S DATA REPORT FOR INSTALLATION OR SHOP ASSEMBLY OF NUCLEAR POWER PLANT COMPONENTS, SUPPORTS, AND APPURTENANCES* As Required by the Provisions of the ASME Code, Section III, Division 1 |
90 | FORM N-6 CERTIFICATE HOLDER’S DATA REPORT FOR STORAGE TANKS* As Required by the Provisions of the ASME Code, Section III, Division 1 |
92 | FORM NPP-1 CERTIFICATE HOLDER’S DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES* As Required by the Provisions of the ASME Code, Section III, Division 1 |
94 | FORM NPV-1 CERTIFICATE HOLDER’S DATA REPORT FOR NUCLEAR PUMPS OR VALVES* As Required by the Provisions of the ASME Code, Section III, Division 1 |
96 | FORM NV-1 CERTIFICATE HOLDER’S DATA REPORT FOR PRESSURE OR VACUUM RELIEF VALVES* As Required by the Provisions of the ASME Code, Section III, Division 1 |
98 | FORM NCS-1 CERTIFICATE HOLDER’S DATA REPORT FOR CORE SUPPORT STRUCTURES* As Required by the Provisions of the ASME Code, Section III, Division 1 |
99 | FORM NF-1 CERTIFICATE HOLDER’S DATA REPORT FOR SUPPORTS* As Required by the Provisions of the ASME Code, Section III, Division 1 |
101 | FORM NM-1 CERTIFICATE HOLDER’S DATA REPORT FOR TUBULAR PRODUCTS AND FITTINGS WELDED WITH FILLER METAL* As Required by the Provisions of the ASME Code, Section III, Division 1 |
102 | FORM NS-1 CERTIFICATE HOLDER’S CERTIFICATE OF CONFORMANCE FOR WELDED SUPPORTS* As Required by the Provisions of the ASME Code, Section III, Division 1 |
104 | FORM C-1 CERTIFICATE HOLDER’S DATA REPORT FOR CONCRETE REACTOR VESSELS AND CONTAINMENTS* As Required by the Provisions of the ASME Code, Section III, Division 2 |
106 | TABLE TABLE V-1000 GUIDE FOR PREPARATION OF DATA REPORT FORMS |
112 | MANDATORY APPENDIX VI ROUNDED INDICATIONS ARTICLE VI-1000 ROUNDED INDICATIONS VI-1100 ACCEPTANCE STANDARDS FOR RADIOGRAPHICALLY DETERMINED ROUNDED INDICATIONS IN WELDS |
113 | TABLE TABLE VI-1132-1 MAXIMUM SIZE OF NONRELEVANT INDICATIONS AND ACCEPTABLE ROUNDED INDICATIONS – EXAMPLES ONLY |
114 | FIGURES FIG. VI-1134-1 ALIGNED ROUNDED INDICATIONS FIG. VI-1134-2 GROUPS OF ALIGNED ROUNDED INDICATIONS |
115 | FIG. VI-1136-1 CHARTS FOR tEQUAL TO 1⁄8–1⁄4 in. (3–6 mm), INCLUSIVE FIG. VI-1136-2 CHARTS FOR tOVER 1⁄4–3⁄8 in. (6–10 mm), INCLUSIVE |
116 | FIG. VI-1136-3 CHARTS FOR tOVER 3⁄8–3⁄4 in. (10–19 mm), INCLUSIVE |
117 | FIG. VI-1136-4 CHARTS FOR tOVER 3⁄4–2 in. (19–50 mm), INCLUSIVE |
118 | FIG. VI-1136-5 CHARTS FOR tOVER 2–4 in. (50–100 mm), INCLUSIVE |
119 | FIG. VI-1136-6 CHARTS FOR tOVER 4 in. (100 mm) |
120 | MANDATORY APPENDIX XI RULES FOR BOLTED FLANGE CONNECTIONS FOR CLASS 2 AND 3 COMPONENTS AND CLASS MC VESSELS ARTICLE XI- 1000 INTRODUCTION ARTICLE XI-1000 INTRODUCTION XI- 1100 GENERAL REQUIREMENTS |
122 | ARTICLE XI- 2000 MATERIALS FOR BOLTED FLANGE CONNECTIONS XI- 2100 MATERIAL REQUIREMENTS |
123 | ARTICLE XI- 3000 DESIGN REQUIREMENTS XI- 3100 GENERAL REQUIREMENTS |
124 | FIGURES FIG. XI-3120-1 TYPES OF FLANGES |
127 | TABLES TABLE XI-3221.1-1 GASKET MATERIALS AND CONTACT FACINGS |
129 | TABLE XI-3221.1-2 EFFECTIVE GASKET WIDTH |
130 | XI- 3200 CLASS RF FLANGE DESIGN TABLE XI-3230-1 MOMENT ARMS FOR FLANGE LOADS |
132 | TABLE XI-3240-1 FLANGE FACTORS IN FORMULA FORM |
135 | FIG. XI-3240-1 VALUES OF T, U, Y,AND Z(TERMS INVOLVING K) |
136 | FIG. XI-3240-2 VALUES OF F(INTEGRAL FLANGE FACTORS) FIG. XI-3240-3 VALUES OF V(INTEGRAL FLANGE FACTORS) |
137 | FIG. XI-3240-4 VALUES OF FL (LOOSE HUB FLANGE FACTORS) FIG. XI-3240-5 VALUES OF VL (LOOSE HUB FLANGE FACTORS) |
138 | FIG. XI-3240-6 VALUES OF f(HUB STRESS CORRECTION FACTOR) |
139 | MANDATORY APPENDIX XII DESIGN CONSIDERATIONS FOR BOLTED FLANGE CONNECTIONS ARTICLE XII-1000 XII- 1100 CONSIDERATIONS |
142 | MANDATORY APPENDIX XIII DESIGN BASED ON STRESS ANALYSIS (for Vessels Designed in Accordance With Division 1, NC-3200 and Division 3, WC-3200) ARTICLE XIII-1000 DESIGN BASED ON STRESS ANALYSIS XIII-1100 GENERAL REQUIREMENTS |
146 | TABLES TABLE XIII-1130-1 CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES |
149 | FIGURES FIG. XIII-1141-1 STRESS CATEGORIES AND LIMITS OF STRESS INTENSITY |
150 | TABLE XIII-1153(a)-1 VALUES OF m, n,AND Tmax FOR VARIOUS CLASSES OF PERMITTED MATERIALS |
152 | ARTICLE XIII- 2000 PRESSURE STRESSES IN OPENINGS FOR FATIGUE EVALUATION XIII-2100 METHODS OF EVALUATION FIG. XIII-2122-1 DIRECTION OF STRESS COMPONENTS |
153 | TABLE XIII-2123-1 NOZZLES IN SPHERICAL SHELLS AND FORMED HEADS TABLE XIII-2123-2 NOZZLES IN CYLINDRICAL SHELLS |
154 | FIG. XIII-2124(e)-1 NOZZLE NOMENCLATURE AND DIMENSIONS |
156 | MANDATORY APPENDIX XIV DESIGN BASED ON FATIGUE ANALYSIS ARTICLE XIV-1000 DESIGN BASED ON FATIGUE ANALYSIS XIV-1100 INTRODUCTION XIV- 1200 ANALYSIS FOR CYCLIC SERVICE OF VESSELS |
158 | XIV- 1300 ANALYSIS FOR CYCLIC SERVICE OF BOLTS |
159 | XIV- 1400 ANALYSIS FOR THERMAL STRESS RATCHET |
160 | MANDATORY APPENDIX XVIII CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES ARTICLE XVIII-1000 CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES XVIII- 1100 PROCEDURE FOR CONVERSION |
161 | TABLES TABLE XVIII-1110-1 SUPERHEAT CORRECTION FACTOR Ksh |
164 | FIGURES FIG. XVIII-1110-1 CONSTANT CFOR GAS OR VAPOR RELATED TO RATIO OF SPECIFIC HEATS ( kp cp⁄ cv) |
165 | TABLE XVIII-1110(a)-1 MOLECULAR WEIGHTS OF GASES AND VAPORS |
166 | FIG. XVIII-1140-1 FLOW CAPACITY CURVE FOR RATING NOZZLE TYPE SAFETY VALVES ON SATURATED WATER (BASED ON 10% OVERPRESSURE) |
168 | MANDATORY APPENDIX XIX INTEGRAL FLAT HEAD WITH A LARGE OPENING ARTICLE XIX-1000 INTEGRAL FLAT HEAD WITH A LARGE OPENING XIX- 1100 GENERAL REQUIREMENTS XIX- 1200 DESIGN PROCEDURE |
169 | FIGURES FIG. XIX-1110-1 APPLICABLE CONFIGURATIONS OF FLAT HEADS FIG. XIX-1110-2 INTEGRAL FLAT HEAD WITH LARGE CENTRAL OPENING |
171 | MANDATORY APPENDIX XX SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE ARTICLE XX-1000 SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE XX- 1100 INTRODUCTION XX- 1200 INQUIRY FORMAT |
172 | XX- 1300 CODE REVISIONS OR ADDITIONS XX- 1400 CODE CASES XX- 1500 CODE INTERPRETATIONS XX- 1600 SUBMITTALS |
173 | MANDATORY APPENDIX XXI ADHESIVE ATTACHMENT OF NAMEPLATES ARTICLE XXI-1000 ADHESIVE ATTACHMENT OF NAMEPLATES XXI- 1100 INTRODUCTION |
174 | MANDATORY APPENDIX XXII RULES FOR REINFORCEMENT OF CONE- TO- CYLINDER JUNCTION UNDER EXTERNAL PRESSURE ARTICLE XXII-1000 RULES FOR REINFORCEMENT OF CONE-TO-CYLINDER JUNCTION UNDER EXTERNAL PRESSURE XXII- 1100 INTRODUCTION XXII- 1200 NOMENCLATURE |
175 | XXII- 1300 DESIGN PRESSURE TABLE TABLE XXII-1200-1 VALUES OF � FOR JUNCTIONS AT THE LARGE CYLINDER FOR �≤ 60 deg |
178 | MANDATORY APPENDIX XXIII QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS ARTICLE XXIII-1000 QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS XXIII- 1100 SCOPE XXIII- 1200 QUALIFICATIONS |
179 | XXIII- 1300 DUTIES |
182 | NONMANDATORY GUIDES GUIDE A – NONMANDATORY SAMPLE STATEMENTS FORM A-1 DESIGN SPECIFICATION (DIV. 1 AND 2) |
183 | FORM A- 2 DESIGN REPORT CERTIFICATION1 |
184 | FORM A- 3 OVERPRESSURE PROTECTION REPORT ( DIV. 1 AND 2) CERTIFICATION |
185 | FORM A- 4 DESIGN SPECIFICATION ( DIV. 3) CERTIFICATION |
186 | FORM A- 5 FABRICATION SPECIFICATION ( DIV. 3) CERTIFICATION |
187 | GUIDE B – NONMANDATORY GUIDELINES FOR ESTABLISHING ASME CODE KNOWLEDGE |
188 | TABLES TABLE B1 DESIGN SPECIFICATION —DIVISIONS 1 AND 2 TABLE B2 DESIGN REPORT — DIVISION 1 TABLE B3 OVERPRESSURE PROTECTION REPORT —DIVISIONS 1 AND 2 TABLE B4 LOAD CAPACITY DATA SHEET —DIVISION 1 |
189 | TABLE B5 CONSTRUCTION SPECIFICATION, DESIGN DRAWINGS, AND DESIGN REPORT – DIVISION 2 TABLE B6 DESIGN SPECIFICATION — DIVISION 3 TABLE B7 DESIGN REPORT — DIVISION 3 TABLE B8 FABRICATION SPECIFICATION —DIVISION 3 |
190 | GUIDE C – NONMANDATORY GUIDELINES FOR DEMONSTRATING PE QUALIFICATIONS |
191 | MANDATORY APPENDIX XXIV STANDARD UNITS FOR USE IN EQUATIONS TABLE TABLE XXIV-1000 STANDARD UNITS FOR USE IN EQUATIONS |
192 | NONMANDATORY APPENDICES NONMANDATORY APPENDIX A ARTICLE A-1000 STRESS ANALYSIS METHODS A- 1100 INTRODUCTION |
193 | ARTICLE A- 2000 ANALYSIS OF CYLINDRICAL SHELLS A- 2100 INTRODUCTION FIGURES FIG. A-2120-1 |
194 | A- 2200 STRESS INTENSITIES, DISPLACEMENTS, BENDING MOMENTS, AND LIMITING VALUES |
197 | ARTICLE A- 3000 ANALYSIS OF SPHERICAL SHELLS A- 3100 INTRODUCTION |
198 | A- 3200 STRESS INTENSITIES, BENDING ANALYSIS, DISPLACEMENTS, AND EDGE LOADS FIG. A-3120-1 |
201 | ARTICLE A- 4000 DESIGN CRITERIA AND EQUATIONS FOR TORISPHERICAL AND ELLIPSOIDAL HEADS A- 4100 INTRODUCTION |
203 | ARTICLE A- 5000 ANALYSIS OF FLAT CIRCULAR HEADS A- 5100 INTRODUCTION A- 5200 LOADS, DISPLACEMENTS, AND GEOMETRY CONSTANTS FIG. A-5120-1 |
204 | FIG. A-5212-1 FIG. A-5213-1 FIG. A-5221-1 |
205 | FIG. A-5222-1 |
206 | TABLES TABLE A-5240-1 |
207 | ARTICLE A- 6000 DISCONTINUITY STRESSES A- 6100 INTRODUCTION A- 6200 METHOD OF AND PROCEDURE FOR DISCONTINUITY ANALYSIS |
208 | FIG. A-6230-1 |
209 | FIG. A-6230-2 FIG. A-6230-3 FIG. A-6230-4 |
210 | FIG. A-6230-5 |
213 | ARTICLE A- 7000 THERMAL STRESSES A- 7100 INTRODUCTION |
214 | ARTICLE A- 8000 STRESSES IN PERFORATED FLAT PLATES A- 8100 INTRODUCTION FIG. A-8120-1 |
216 | FIG. A-8131-1 |
217 | FIG. A-8132.1-1 FIG. A-8132.2-1 |
218 | FIG. A-8132.3-1 FIG. A-8132.4-1 |
219 | FIG. A-8142-1 FIG. A-8142-2 |
220 | FIG. A-8142-3 |
221 | FIG. A-8142-4 |
222 | FIG. A-8142-5 |
224 | FIG. A-8142-6 |
225 | FIG. A-8143.2-1 |
226 | FIG. A-8153-1 |
227 | ARTICLE A- 9000 INTERACTION METHOD A- 9100 INTRODUCTION |
228 | A- 9200 INTERACTION EQUATIONS A- 9300 ALLOWABLE LOADS AND STRESSES A- 9400 NEW INTERACTION EQUATIONS |
229 | FIG. A-9210(d)-1 INTERACTION CURVE FOR BEAMS SUBJECT TO BENDING AND SHEAR OR TO BENDING, SHEAR, AND DIRECT LOADS TABLE 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 | FIG. A-9523.1-1 SIGN CONVENTION AND NOMENCLATURE TABLE A-9521(b)-1 SECTION FACTORS |
232 | FIG. A-9531-1 BENDING AND SHEAR STRESSES |
233 | FIG. A-9532(c)(3)-1 INTERACTION EXPONENT |
234 | FIG. A-9533(b)-1 INTERACTION CURVE FOR BENDING AND TENSION FIG. A-9541-1 TRAPEZOIDAL STRESS–STRAIN RELATIONSHIP |
236 | FIG. A-9541-2 ULTIMATE AND YIELD TRAPEZOIDAL INTERCEPT STRESSES FIG. A-9541-3 LINEARIZED ULTIMATE AND YIELD BENDING STRESSES FOR RECTANGULAR SECTION |
237 | FIG. A-9541-4 PROPORTIONAL LIMIT AS A FUNCTION OF YIELD STRESS |
238 | FIG. A-9542-1 LINEARIZED BENDING STRESS VERSUS ALLOWABLE STRESS FOR SA-672 A50 MATERIAL AT 600°F (316°C) |
239 | NONMANDATORY APPENDIX B OWNER’S DESIGN SPECIFICATIONS ARTICLE B-1000 INTRODUCTION AND SCOPE B-1100 INTRODUCTION B-1200 SCOPE OF CERTIFIED DESIGN SPECIFICATION |
240 | ARTICLE B- 2000 GENERIC REQUIREMENTS B- 2100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
242 | FIGURE FIG. B-2123-1 TIME-DEPENDENT LOAD INFORMATION |
244 | B- 2200 OPERABILITY B- 2300 REGULATORY REQUIREMENTS |
245 | ARTICLE B- 3000 SPECIFIC VESSEL REQUIREMENTS B- 3100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
246 | ARTICLE B- 4000 SPECIFIC PUMP REQUIREMENTS B- 4100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS B- 4200 OPERABILITY REQUIREMENTS FOR PUMPS B- 4300 REGULATORY REQUIREMENTS |
247 | ARTICLE B- 5000 SPECIFIC VALVE REQUIREMENTS B- 5100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS B- 5200 OPERABILITY REQUIREMENTS FOR VALVES |
248 | B- 5300 REGULATORY REQUIREMENTS |
249 | ARTICLE B- 6000 SPECIFIC PIPING REQUIREMENTS B- 6100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
250 | ARTICLE B- 7000 SPECIFIC CONTAINMENT REQUIREMENTS B- 7100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
251 | ARTICLE B- 8000 SPECIFIC SUPPORT REQUIREMENTS B- 8100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS B- 8300 REGULATORY REQUIREMENTS |
252 | ARTICLE B- 9000 SPECIFIC CORE SUPPORT STRUCTURES REQUIREMENTS B- 9100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
254 | ARTICLE B- 10000 SPECIFIC PARTS AND MISCELLANEOUS ITEMS REQUIREMENTS B- 10100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS |
255 | NONMANDATORY APPENDIX C ARTICLE 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 | NONMANDATORY APPENDIX D NONMANDATORY PREHEAT PROCEDURES ARTICLE D-1000 NONMANDATORY PREHEAT PROCEDURES D- 1100 INTRODUCTION D- 1200 FERROUS MATERIALS |
261 | NONMANDATORY APPENDIX E MINIMUM BOLT CROSS- SECTIONAL AREA ARTICLE E-1000 MINIMUM BOLT CROSS-SECTIONAL AREA E- 1100 INTRODUCTION E- 1200 DESIGN CROSS- SECTIONAL AREA |
263 | TABLES TABLE E-1210-1 GASKET MATERIALS AND CONTACT FACINGS |
265 | TABLE E-1210-2 EFFECTIVE GASKET WIDTH |
266 | NONMANDATORY APPENDIX F RULES FOR EVALUATION OF SERVICE LOADINGS WITH LEVEL D SERVICE LIMITS ARTICLE 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 | TABLE TABLE F-1200-1 LEVEL D SERVICE LIMITS – COMPONENTS AND SUPPORTS ELASTIC SYSTEM ANALYSIS ACCEPTANCE CRITERIA |
274 | F- 1400 VESSELS |
276 | NONMANDATORY APPENDIX G FRACTURE TOUGHNESS CRITERIA FOR PROTECTION AGAINST FAILURE ARTICLE G- 1000 INTRODUCTION ARTICLE G-1000 INTRODUCTION |
277 | ARTICLE G- 2000 VESSELS G- 2100 GENERAL REQUIREMENTS G- 2200 LEVEL A AND LEVEL B SERVICE LIMITS |
278 | FIGURES FIG. G-2210-1 |
280 | FIG. G-2214-1 |
282 | FIG. G-2214-2 |
284 | G- 2300 LEVEL C AND LEVEL D SERVICE LIMITS G- 2400 HYDROSTATIC TEST TEMPERATURE |
285 | ARTICLE G- 3000 PIPING, PUMPS, AND VALVES G- 3100 GENERAL REQUIREMENTS |
286 | ARTICLE G- 4000 BOLTING G- 4100 GENERAL REQUIREMENTS |
287 | NONMANDATORY APPENDIX L CLASS FF FLANGE DESIGN FOR CLASS 2 AND 3 COMPONENTS AND CLASS MC VESSELS ARTICLE L-1000 CLASS FF FLANGES – INTRODUCTION L- 1100 GENERAL REQUIREMENTS |
288 | ARTICLE L- 2000 CLASS FF FLANGES — MATERIALS L- 2100 MATERIAL REQUIREMENTS |
289 | ARTICLE L- 3000 CLASS FF FLANGES — DESIGN L- 3100 GENERAL REQUIREMENTS |
292 | FIGURES FIG. L-3191-1 BOLT HOLE FLEXIBILITY FACTOR |
293 | FIG. L-3191-2 FLANGE DIMENSIONS AND FORCES |
294 | L- 3200 DESIGN OF FLANGES AND BOLTING |
295 | TABLES TABLE L-3212-1 TRIAL FLANGE THICKNESS AND AREA OF BOLTING FOR VARIOUS GROUPS OF ASSEMBLIES AND FLANGE CATEGORIES |
297 | FIG. L-3230-1 GROUP 1 FLANGE ASSEMBLY (IDENTICAL FLANGE PAIRS) FIG. L-3230-2 GROUP 2 FLANGE ASSEMBLY |
298 | FIG. L-3230-3 GROUP 3 FLANGE ASSEMBLY TABLE L-3240-1 SUMMARY OF APPLICABLE FORMULAS FOR DIFFERENT GROUPS OF ASSEMBLIES AND DIFFERENT CATEGORIES OF FLANGES |
302 | NONMANDATORY APPENDIX M RECOMMENDATIONS FOR CONTROL OF WELDING, POSTWELD HEAT TREATMENT, AND NONDESTRUCTIVE EXAMINATION OF WELDS ARTICLE M-1000 RECOMMENDATIONS FOR CONTROL OF WELDING, POSTWELD HEAT TREATMENT, AND NONDESTRUCTIVE EXAMINATION OF WELDS M- 1100 INTRODUCTION M- 1200 WELDING PROCEDURE SPECIFICATIONS |
303 | 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 |
304 | NONMANDATORY APPENDIX N DYNAMIC ANALYSIS METHODS ARTICLE N-1000 DYNAMIC ANALYSIS METHODS N- 1100 INTRODUCTION AND SCOPE |
305 | N- 1200 SEISMIC ANALYSIS |
306 | FIGURES FIG. N-1211(a)-1 HORIZONTAL DESIGN RESPONSE SPECTRA SCALED TO 1 g HORIZONTAL GROUND ACCELERATION |
308 | TABLES TABLE N-1211(a)-1 HORIZONTAL DESIGN RESPONSE SPECTRA RELATIVE VALUES OF SPECTRUM AMPLIFICATION FACTORS FOR CONTROL POINTS TABLE N-1211(b)-1 VERTICAL DESIGN RESPONSE SPECTRA RELATIVE VALUES OF SPECTRUM AMPLIFICATION FACTORS FOR CONTROL POINTS |
309 | FIG. N-1211(b)-1 VERTICAL DESIGN RESPONSE SPECTRA SCALED TO 1 g HORIZONTAL GROUND ACCELERATION |
318 | TABLE N-1225.1.1(b)-1 MINIMUM SUPPORT LOAD FACTOR |
320 | TABLE N-1226-1 SUGGESTED FREQUENCIES, Hz, FOR CALCULATION OF GROUND AND FLOOR RESPONSE SPECTRA |
322 | FIG. N-1226-1 RESPONSE SPECTRUM PEAK BROADENING AND PEAK AMPLITUDE |
323 | FIG. N-1226-2 USE OF FLOOR SPECTRA WHEN SEVERAL EQUIPMENT FREQUENCIES ARE WITHIN THE WIDENED SPECTRAL PEAK |
327 | FIG. N-1228.3-1 COEFFICIENTS FOR A COMPONENT OF SHEAR FOR A UNIT DISPLACEMENT OF A NONDATUM SUPPORT |
328 | TABLE N-1230-1 DAMPING VALUES |
332 | N- 1300 FLOW- INDUCED VIBRATION OF TUBES AND TUBE BANKS |
334 | TABLE N-1311-1 ADDED MASS FOR LATERAL ACCELERATION OF STRUCTURES IN A FLUID RESERVOIR |
335 | TABLE N-1311-2 GUIDELINES FOR DAMPING OF FLOW-INDUCED VIBRATION |
336 | FIG. N-1321-1 VORTICES SHED FROM A CIRCULAR CYLINDER FIG. N-1321-2 SOME TYPICAL CROSS SECTIONS OF BLUFF BODIES THAT CAN EXPERIENCE VORTEX |
338 | FIG. 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. (REF. 106) |
339 | TABLE N-1324.2(a)-1 SEMIEMPIRICAL CORRELATIONS FOR PREDICTING RESONANT VORTEX-INDUCED VIBRATION AMPLITUDE |
341 | FIG. N-1331-1 RESPONSE OF A TUBE BANK TO CROSS FLOW (REF. 115) |
342 | FIG. N-1331-2 TUBE VIBRATION PATTERNS AT FLUIDELASTIC INSTABILITY FOR A FOUR-TUBE ROW |
343 | FIG. N-1331-3 TUBE ARRANGEMENTS |
344 | FIG. N-1331-4 STABILITY DIAGRAM |
347 | FIG. N-1343-1 RANDOM EXCITATION COEFFICIENT FOR ARRAYS IN CROSS FLOW (REF. 100) |
349 | N- 1400 DYNAMICS OF COUPLED FLUID-SHELLS |
351 | FIG. N-1430-1 VIBRATION FORMS FOR CIRCULAR CYLINDRICAL SHELLS |
354 | FIG. N-1451-1 COMPARISON OF FRITZ AND KISS SOLUTION WITH EXACT SOLUTION |
356 | N- 1500 FLUID TRANSIENT DYNAMICS N- 1600 MISCELLANEOUS IMPULSIVE AND IMPACTIVE LOADS N- 1700 COMBINED RESPONSES |
357 | FIG. N-1470-1 IMAGINARY PART OF Z AS A FUNCTION OF b/ aFOR SELECTED VALUE OF S(REF. 146) |
359 | FIG. N-1722.2-1 DEFINITION OF NOTATION |
361 | FIG. N-1723.1-1 FIG. N-1723.1-2 |
362 | FIG. N-1723.1-3 FIG. N-1723.1-4 |
364 | REFERENCES TO APPENDIX N |
369 | NONMANDATORY APPENDIX O RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS ARTICLE O-1000 RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS O- 1100 SCOPE AND DEFINITION |
370 | O- 1200 METHOD OF AND PROCEDURE FOR LOAD COMPUTATION FIGURES FIG. 0-1120(e)-1 APPLICATION POINT OF VENTING FORCE F FIG. 0-1120(e)-2 LIMITING SAFETY VALVE ARRANGEMENTS AND DIMENSIONS |
371 | O- 1300 STRESS EVALUATION OPEN SYSTEM O- 1400 CLOSED DISCHARGE SYSTEMS — OPEN DISCHARGE SYSTEMS WITH LONG DISCHARGE PIPES — SYSTEMS WITH SLUG FLOW |
372 | O- 1500 DESIGN CONSIDERATIONS |
373 | NONMANDATORY APPENDIX P CERTIFIED MATERIAL TEST REPORTS ARTICLE P-1000 CERTIFIED MATERIAL TEST REPORTS P- 1100 INTRODUCTION P- 1200 GENERAL REQUIRED INFORMATION P- 1300 INFORMATION REQUIRED UNDER SPECIFIC CIRCUMSTANCES |
374 | P- 1400 EXECUTION |
375 | NONMANDATORY APPENDIX Q DESIGN RULES FOR CLAMP CONNECTIONS ARTICLE Q-1000 DESIGN RULES FOR CLAMP CONNECTIONS Q- 1100 INTRODUCTION |
376 | FIGURES FIG. Q-1130-1 TYPICAL HUB AND CLAMP |
377 | FIG. Q-1130-2 TYPICAL CLAMP LUG CONFIGURATIONS |
381 | TABLES TABLE Q-1180-1 ALLOWABLE DESIGN STRESS FOR CLAMP CONNECTIONS |
382 | NONMANDATORY APPENDIX R DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE FROM ARTICLE R-1000 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE FROM TNDT FOR CLASSES 2 AND MC CONSTRUCTION R-1100 INTRODUCTION R-1200 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE |
383 | FIGURE FIG. R-1200-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE |
384 | NONMANDATORY APPENDIX S PUMP SHAFT DESIGN METHODS ARTICLE S-1000 PUMP SHAFT DESIGN METHODS S-1100 INTRODUCTION S-1200 SCOPE S-1300 DESIGN REQUIREMENTS S-1400 RESPONSIBILITY S-1500 OPERATING LOADS |
385 | S-1600 SHAFT FAILURE MODES |
386 | FIGURES FIG. S-1600-1 TYPICAL CENTRIFUGAL PUMP SHAFT FAILURE LOCATIONS |
387 | ARTICLE S- 2000 DESIGN PROCEDURE S- 2100 CRITICAL SPEEDS S- 2200 MAXIMUM TORSIONAL LOAD S- 2300 SHAFT EVALUATION |
388 | FIG. S-2300-1 STEPS IN THE DESIGN OF A PUMP SHAFT |
389 | S- 2400 OTHER CONSIDERATIONS |
390 | NONMANDATORY APPENDIX T RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS ARTICLE T-1000 RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS T- 1100 INTRODUCTION |
392 | FIGURES FIG. T-1213-1 ILLUSTRATIONS OF ANGULAR DIMENSIONS — PIPE LEGS, VALVES, SUPPORTS, BENDS |
393 | T- 1200 TOTAL TOLERANCES |
394 | FIG. T-1213-2 ILLUSTRATIONS OF LINEAR DIMENSIONS |
395 | TABLE TABLE T-1222-1 BRANCH/RUN SIZE COMBINATIONS |
397 | NONMANDATORY APPENDIX U RULES FOR PUMP INTERNALS ARTICLE U-1000 RULES FOR PUMP INTERNALS U- 1100 INTRODUCTION U- 1200 GENERAL REQUIREMENTS U- 1300 MATERIALS |
399 | U- 1400 FABRICATION REQUIREMENTS |
403 | TABLES TABLE U-1600-1 SUMMARY OF REQUIREMENTS |
404 | FIGURES FIG. U-1500-1 TYPICAL FOR TYPE A, C, E, F, AND/OR SOME J (NB-3400) PUMPS |
405 | FIG. U-1500-2 TYPICAL TYPE B AND D PUMPS (NC AND ND-3400) |
406 | FIG. U-1500-3 TYPICAL FOR TYPE G AND H PUMPS (NC AND ND-3400) |
407 | FIG. U-1500-4 TYPICAL FOR TYPE K PUMPS (NC AND ND-3400) |
408 | FIG. U-1500-5 TYPICAL FOR TYPE L PUMPS (NC AND ND-3400) |
409 | FIG. U-1500-6 RECIPROCATING PLUNGER PUMP (NC AND ND-3400) |
411 | FIG. U-1500-7 TYPICAL TYPE A AND C PUMPS (NC AND ND-3400) |
412 | TABLE U-1610-1 MATERIALS FOR PUMP INTERNAL ITEMS FOR CLASS 1, 2, AND 3 PUMPS |
415 | NONMANDATORY APPENDIX W ARTICLE W- 1000 ENVIRONMENTAL EFFECTS ON COMPONENTS ARTICLE W-1000 ENVIRONMENTAL EFFECTS ON COMPONENTS W- 1100 INTRODUCTION W- 1200 SECTION XI AND PLEX APPLICATIONS |
416 | ARTICLE W- 2000 SUMMARIES OF CORROSION DAMAGE MECHANISMS W- 2100 STRESS CORROSION CRACKING FIGURE FIG. W-2100-1 ENVIRONMENTAL CONDITIONS REQUIRED FOR SCCC |
418 | W- 2200 GENERAL CORROSION AND WASTAGE |
420 | W- 2300 PITTING CORROSION |
421 | W- 2400 CREVICE CORROSION AND DENTING |
423 | W- 2500 INTERGRANULAR CORROSION ATTACK |
425 | W- 2600 MICROBIOLOGICALLY-INDUCED CORROSION AND FOULING |
426 | W- 2700 CORROSION FATIGUE AND CRACK GROWTH |
428 | W- 2800 FLOW ACCELERATED CORROSION |
430 | W- 2900 EROSION AND EROSION-CORROSION |
433 | ARTICLE W- 3000 SUMMARIES OF EMBRITTLEMENT DAMAGE MECHANISMS W- 3100 IRRADIATION- ASSISTED STRESS CORROSION CRACKING ( IASCC) |
434 | W- 3200 THERMAL AGING EMBRITTLEMENT |
436 | W- 3300 RADIATION EMBRITTLEMENT W- 3400 HYDROGEN DAMAGE EMBRITTLEMENT AND DELAYED CRACKING |
438 | ARTICLE W- 4000 SUMMARIES OF OTHER DAMAGE MECHANISMS W- 4100 FRETTING AND WEAR |
439 | W- 4200 THERMAL FATIGUE W- 4300 DYNAMIC LOADING — VIBRATION, WATER HAMMER, AND UNSTABLE FLUID FLOW W- 4400 CREEP |
442 | NONMANDATORY APPENDIX Y EVALUATION OF THE DESIGN OF RECTANGULAR AND HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1, 2, AND 3 PIPING ARTICLE Y-1000 EVALUATION OF THE DESIGN OF RECTANGULAR AND HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1, 2, AND 3 PIPING Y- 1100 INTRODUCTION |
443 | ARTICLE 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 ( See Fig. Y- 2300- 1) FIGURES FIG. Y-2300-1 NOMENCLATURE ILLUSTRATION |
444 | Y- 2400 EVALUATION PROCEDURE |
445 | Y- 2500 ANALYSIS DOCUMENTATION |
446 | ARTICLE 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 ( See Fig. Y- 3300- 1) FIG. Y-3300-1 NOMENCLATURE ILLUSTRATION |
447 | Y- 3400 EVALUATION PROCEDURE |
448 | Y- 3500 ANALYSIS DOCUMENTATION |
449 | ARTICLE 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 ( See Fig. Y- 4300- 1) FIG. Y-4200-1 WELD TYPE ILLUSTRATION FIG. Y-4300-1 NOMENCLATURE ILLUSTRATION |
450 | Y- 4400 EVALUATION PROCEDURE |
451 | Y- 4500 ANALYSIS DOCUMENTATION |
452 | ARTICLE 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 ( See Fig. Y- 5300- 1) |
453 | Y- 5400 EVALUATION PROCEDURE FIG. Y-5300-1 NOMENCLATURE ILLUSTRATION |
454 | Y- 5500 ANALYSIS DOCUMENTATION |
455 | NONMANDATORY APPENDIX Z INTERRUPTION OF CODE WORK ARTICLE Z-1000 INTERRUPTION OF CODE WORK Z- 1100 INTRODUCTION Z- 1200 DEFINITIONS Z- 1300 DOCUMENTATION Z- 1400 OTHER CONSIDERATIONS |
456 | Z- 1500 RESUMPTION OF CODE ACTIVITIES |
457 | NONMANDATORY 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 |
459 | AA- 3000 SOFT CONVERSION FACTORS |
460 | NONMANDATORY APPENDIX BB METALLIC BRAIDED FLEXIBLE HOSE FOR CLASS 2 AND 3 SERVICE ARTICLE BB- 1000 SCOPE ARTICLE BB-1000 SCOPE BB- 1100 RULES |
461 | ARTICLE BB- 2000 MATERIAL BB- 2100 SHEATHS, END PIECES, AND BRAIDS |
462 | ARTICLE BB- 3000 DESIGN BB- 3100 DESIGN FACTORS BB- 3200 GENERAL DESIGN REQUIREMENTS BB- 3300 SPECIAL DESIGN REQUIREMENTS |
463 | FIGURE FIG. BB-3300-1 BELLOWS CONFIGURATION AND WRAP ANGLE, � |
464 | ARTICLE BB- 4000 FABRICATION BB- 4100 REQUIREMENTS |
465 | ARTICLE BB- 5000 EXAMINATION BB- 5100 PROCEDURES |
466 | ARTICLE BB- 6000 TESTING BB- 6100 HYDROSTATIC AND PNEUMATIC TESTING |
467 | ARTICLE BB- 7000 CERTIFICATION BB- 7100 PROVISIONS |
468 | NONMANDATORY APPENDIX CC ALTERNATIVE RULES FOR LINEAR PIPING SUPPORTS ARTICLE CC- 1000 INTRODUCTION CC- 1000 INTRODUCTION CC-1100 INTRODUCTION |
469 | ARTICLE CC- 2000 MATERIALS CC- 2100 MATERIAL REQUIREMENTS |
470 | ARTICLE CC- 3000 DESIGN CC- 3100 DESIGN REQUIREMENTS TABLE TABLE CC-3120-1 CORRELATION OF SERVICE LOADINGS AND STRESS LIMIT COEFFICIENTS |
471 | ARTICLE CC- 4000 FABRICATION CC- 4100 FABRICATION REQUIREMENTS |
472 | ARTICLE CC- 5000 EXAMINATION CC- 5100 EXAMINATION REQUIREMENTS |
473 | ARTICLE CC- 8000 NAMEPLATES, STAMPING, AND DATA REPORTS CC- 8100 GENERAL REQUIREMENTS |