ASME BPVC III 1 ND 2010
$59.80
ASME BPVC – III – 1 – ND -2010 BPVC Section III, Rules for Constructions of Nuclear Facility Components, Division 1, Subsection ND, Class 3 Components
Published By | Publication Date | Number of Pages |
ASME | 2010 | 320 |
None
PDF Catalog
PDF Pages | PDF Title |
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5 | CONTENTS |
17 | FOREWORD |
19 | STATEMENT OF POLICY |
20 | PERSONNEL |
32 | ORGANIZATION OF SECTION III |
34 | SUMMARY OF CHANGES |
35 | LIST OF CHANGES IN RECORD NUMBER ORDER |
37 | ARTICLE ND- 1000 INTRODUCTION ND- 1100 SCOPE ND- 1130 BOUNDARIES OF JURISDICTION APPLICABLE TO THIS SUBSECTION |
39 | FIGURES FIG. ND-1132.2-1 ATTACHMENTS IN THE COMPONENT SUPPORT LOAD PATHTHAT DO NOT PERFORM A PRESSURE RETAINING FUNCTION |
40 | FIG. ND-1132.2-2 ATTACHMENTS THAT DO NOT PERFORM A PRESSURE RETAINING FUNCTION ANDARE NOT IN THE COMPONENT SUPPORT LOAD PATH (NONSTRUCTURAL ATTACHMENTS) |
41 | FIG. ND-1132.2-3 ATTACHMENTS THAT PERFORM A PRESSURE RETAINING FUNCTION |
42 | ARTICLE ND- 2000 MATERIAL ND- 2100 GENERAL REQUIREMENTS FOR MATERIAL ND- 2110 SCOPE OF PRINCIPAL TERMS EMPLOYED ND- 2120 PRESSURE RETAINING MATERIAL ND- 2121 Permitted Material Specifications |
44 | ND- 2130 CERTIFICATION OF MATERIAL ND- 2140 WELDING MATERIAL ND- 2150 MATERIAL IDENTIFICATION ND- 2160 DETERIORATION OF MATERIAL IN SERVICE ND- 2170 HEAT TREATMENT TO ENHANCE IMPACT PROPERTIES ND- 2180 PROCEDURES FOR HEAT TREATMENT OF MATERIAL |
45 | ND- 2190 NONPRESSURE- RETAINING MATERIAL ND- 2200 MATERIAL TEST COUPONS AND SPECIMENS FOR FERRITIC STEEL MATERIAL ND- 2210 HEAT TREATMENT REQUIREMENTS |
46 | ND- 2220 PROCEDURE FOR OBTAINING TEST COUPONS AND SPECIMENS FOR QUENCHED AND TEMPERED MATERIAL |
48 | ND- 2300 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIAL ND- 2310 MATERIAL TO BE IMPACT TESTED |
49 | ND- 2320 IMPACT TEST PROCEDURES ND- 2330 TEST REQUIREMENTS AND ACCEPTANCE STANDARDS TABLES TABLE ND-2311-1EXEMPTIONS FROM IMPACT TESTING UNDER ND-2311(a)(8) |
50 | ND- 2340 NUMBER OF IMPACT TESTS REQUIRED TABLE ND-2331(a)-1REQUIRED Cv LATERAL EXPANSION VALUESFOR PRESSURE RETAINING MATERIAL(EXCEPT BOLTING) |
51 | ND- 2350 RETESTS TABLE ND-2331(a)-2REQUIRED Cv ENERGY VALUES FOR PRESSURE RETAINING MATERIAL (EXCEPT BOLTING) TABLE ND-2333-1REQUIRED Cv VALUES FORBOLTING MATERIAL |
52 | ND- 2360 CALIBRATION OF INSTRUMENTS AND EQUIPMENT ND- 2400 WELDING MATERIAL ND- 2410 GENERAL REQUIREMENTS ND- 2420 REQUIRED TESTS |
53 | ND- 2430 WELD METAL TESTS ND- 2431 Mechanical Properties Test |
55 | TABLE ND-2432.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS TABLE ND-2432.2-1WELDING MATERIAL CHEMICAL ANALYSIS |
56 | ND- 2440 STORAGE AND HANDLING OF WELDING MATERIAL ND- 2500 EXAMINATION AND REPAIR OF PRESSURE RETAINING MATERIAL ND- 2510 PRESSURE RETAINING MATERIAL FIGURES FIG. ND-2433.1-1 DELTA FERRITE CONTENT |
57 | ND- 2530 EXAMINATION AND REPAIR OF PLATE ND- 2540 EXAMINATION AND REPAIR OF FORGINGS AND BARS |
59 | ND- 2550 EXAMINATION AND REPAIR OF SEAMLESS AND WELDED ( WITHOUT FILLER METAL) TUBULAR PRODUCTS AND FITTINGS ND- 2560 EXAMINATION AND REPAIR OF TUBULAR PRODUCTS AND FITTINGS WELDED WITH FILLER METAL |
60 | ND- 2570 EXAMINATION AND REPAIR OF STATICALLY AND CENTRIFUGALLY CAST PRODUCTS |
61 | TABLE ND-2571-1REQUIRED EXAMINATIONS |
64 | FIG. ND-2575.2-1 TYPICAL PRESSURE RETAINING PARTS OF PUMPS AND VALVES |
66 | ND- 2580 EXAMINATION OF BOLTS, STUDS, AND NUTS ND- 2600 MATERIAL ORGANIZATIONS’ QUALITY SYSTEM PROGRAMS ND- 2610 DOCUMENTATION AND MAINTENANCE OF QUALITY SYSTEM PROGRAMS |
67 | ND- 2700 DIMENSIONAL STANDARDS |
68 | ARTICLE ND- 3000 DESIGN ND- 3100 GENERAL DESIGN ND- 3110 LOADING CRITERIA |
69 | ND- 3120 SPECIAL CONSIDERATIONS ND- 3130 GENERAL DESIGN RULES |
74 | FIGURES FIG. ND-3133.4-1 LENGTH L OF SOME TYPICAL CONICAL SECTIONS |
75 | ND- 3300 VESSEL DESIGN ND- 3310 GENERAL REQUIREMENTS |
77 | ND- 3320 DESIGN CONSIDERATIONS TABLES TABLE ND-3321-1STRESS LIMITS FOR DESIGN ANDSERVICE LOADINGS |
79 | TABLE ND-3321-2CLASSIFICATION OF STRESS IN VESSELS FOR SOME TYPICAL CA |
81 | FIG. ND-3324.2-1 PRINCIPAL DIMENSIONS OF TYPICAL HEADS TABLE ND-3324.2-1VALUES OF FACTOR K |
83 | TABLE ND-3324.8(b)-1VALUES OF FACTOR M |
84 | FIG. ND-3324.11(a)(6)-1 LARGE HEAD OPENINGS, REVERSE CURVE, ANDCONICAL SHELL REDUCER SECTIONS TABLE ND-3324.11(b)(2)-1VALUES OF � FOR JUNCTIONS AT THELARGE CYLINDER FOR � ≤ 30 deg |
85 | TABLE ND-3324.11(b)(3)-1VALUES OF � FOR JUNCTIONS AT THESMALL CYLINDER FOR � ≤ 30 deg |
87 | FIG. ND-3325-1 SOME ACCEPTABLE TYPES OF UNSTAYED FLAT HEADS AND COVERSThe Illustrations Below Are Diagrammatic Only. Other Designs That Meet TheRequirements of ND-3325 Are Acceptable |
90 | FIG. ND-3326.1-1 SPHERICALLY DISHED COVERS WITH BOLTING FLANGES |
92 | FIG. ND-3329.1(e)-1 ACCEPTABLE PROPORTIONSFOR ENDS OR THROUGH STAYS |
95 | FIG. ND-3329.6(d)-2 DIAGRAM FOR DETERMINING THE EFFICIENCY OF LONGITUDINAL AND DIAGONALLIGAMENTS BETWEEN OPENINGS IN CYLINDRICAL SHELLS |
96 | FIG. ND-3329.6(g)-1 DIAGRAM FOR DETERMINING EQUIVALENT LONGITUDINALEFFICIENCY OF DIAGONAL LIGAMENTS |
97 | ND- 3330 OPENINGS AND REINFORCEMENT |
98 | FIG. ND-3332.2-1 CHART FOR DETERMININGVALUE OF F TABLE ND-3332.2-1VALUES OF SPHERICAL RADIUS FACTOR K1 |
101 | FIG. ND-3335.2-1 ARRANGEMENT OF MULTIPLE OPENINGS |
103 | FIG. ND-3351-1 WELDED JOINT LOCATIONS TYPICAL OF CATEGORIES A, B, C, AND D FIG. ND-3352-1 TYPICAL BUTT JOINTS |
109 | ND- 3360 SPECIAL VESSEL REQUIREMENTS |
110 | FIG. ND-3361.1-1 BUTT WELDING OF PLATES OF UNEQUAL THICKNESSES TABLE ND-3361.3(a)-1MINIMUM NUMBER OF PIPE THREADS FORCONNECTIONS |
112 | ND- 3400 PUMP DESIGN ND- 3410 GENERAL REQUIREMENTS FOR CENTRIFUGAL PUMPS |
113 | ND- 3420 DEFINITIONS TABLE ND-3416-1STRESS AND PRESSURE LIMITS FOR DESIGN ANDSERVICE LOADINGS |
114 | ND- 3430 DESIGN REQUIREMENTS FOR CENTRIFUGAL PUMPS FIG. ND-3423-1 TYPICAL SINGLEVOLUTE CASING FIG. ND-3423-2 TYPICAL DOUBLEVOLUTE CASING |
115 | FIG. ND-3433.4-1 MINIMUM TANGENTIALINLET AND OUTLET WALL THICKNESSES |
116 | ND- 3440 DESIGN OF SPECIFIC PUMP TYPES FIG. ND-3436(c)-1 EXTERNALAND INTERNAL ATTACHMENTS FIG. ND-3441.1-1 TYPE A PUMP FIG. ND-3441.1-2 TYPE A PUMP |
117 | FIG. ND-3441.1(a)-1 TYPE A PUMP FIG. ND-3441.2-1 TYPE B PUMP FIG. ND-3441.3-1 TYPE C PUMP |
118 | FIG. ND-3441.3-2 TYPE C PUMP |
119 | FIG. ND-3441.4(a)-1 TYPE D PUMP FIG. ND-3441.5-1 TYPE E PUMP FIG. ND-3441.6(a)-1 TYPE F PUMP |
120 | FIG. ND-3441.7(a)-1 AXIALLY SPLITCASING, VOLUTE PUMP, TYPE G FIG. ND-3441.7(a)-2 AXIALLY SPLITCASING, VOLUTE PUMP, TYPE G |
121 | FIG. ND-3441.7(c)-1 AXIALLY SPLIT CASING, VOLUTE PUMP, TYPE GSection B — B Typical Highly Stressed Sections of Pump Case FIG. ND-3441.7(c)(2)-1 TYPICALSECTION OF TYPE G PUMP FIG. ND-3441.7(c)(2)-2 TYPICALSECTION OF TYPE G PUMP |
123 | FIG. ND-3441.8-1 LONGITUDINAL SECTIONTHROUGH TYPE H PUMP FIG. ND-3441.8-2 TRANSVERSE SECTIONTHROUGH TYPE H PUMP |
124 | FIG. ND-3441.9-1 TYPE K PUMP |
125 | FIG. ND-3441.9-2 TYPE K PUMP |
129 | FIG. ND-3441.10-1 TYPE L PUMP |
131 | FIG. ND-3441.10-2 TYPE L PUMP BOWL95 |
132 | ND- 3450 DESIGN OF CLASS 3 RECIPROCATING PUMPS |
133 | FIG. ND-3451(a)-1 HORIZONTAL SINGLE-ACTING POWER PUMP LIQUID ENDS |
134 | ND- 3500 VALVE DESIGN ND- 3510 GENERAL REQUIREMENTS ND- 3511 Design Specification19 |
135 | ND- 3520 LEVELS B, C, AND D SERVICE LIMITS ND- 3521 Design Requirements |
136 | ND- 3530 GENERAL RULES ND- 3531 Hydrostatic Tests TABLE ND-3521-1LEVEL A, LEVEL B, LEVEL C, AND LEVEL DSERVICE LIMITS |
137 | FIG. ND-3521-1 TYPICAL SECTIONS OF VALVE BODIES |
138 | ND- 3590 PRESSURE RELIEF VALVE DESIGN ND- 3591 Acceptability ND- 3591.1 General Requirements. |
139 | FIG. ND-3591.1-1 TYPICAL PRESSURE RELIEF DEVICES |
140 | FIG. ND-3591.1-2 TYPICAL PRESSURE RELIEF DEVICES104 |
141 | TABLE ND-3592.2(b)-1CLASS 3 PRESSURE RELIEF DEVICES:LEVEL B, C, AND D SERVICE LOADINGS |
142 | ND- 3600 PIPING DESIGN ND- 3610 GENERAL REQUIREMENTS FIG. ND-3595.3-1 VALVE NOZZLE |
143 | TABLE ND-3611.2(e)-1STRESS RANGE REDUCTION FACTORS |
145 | ND- 3620 DESIGN CONSIDERATIONS TABLE ND-3613.4-1WELD JOINT EFFICIENCY FACTOR |
146 | FIG. ND-3622-1 EXAMPLES OF REVERSING AND NONREVERSING DYNAMIC LOADS |
147 | ND- 3640 PRESSURE DESIGN OF PIPING PRODUCTS TABLE ND-3641.1(a)-1VALUES OF A |
148 | TABLE ND-3642.1(c)-1MINIMUM THICKNESS FOR BENDING |
150 | FIG. ND-3643.2(b)-1 TYPICAL WELDED BRANCHCONNECTIONS |
151 | FIG. ND-3643.2(b)-2 TYPICAL RIGHT ANGLE BRANCH CONNECTIONS MADE USING A FILLET WELD OR APARTIAL PENETRATION WELD |
152 | FIG. ND-3643.3(c)(1)-1 REINFORCEMENT OF BRANCH CONNECTIONS |
155 | FIG. ND-3643.4(a)-1 REINFORCED EXTRUDED OUTLETS |
158 | FIG. ND-3647.2-1 TYPES OF PERMANENT BLANKS |
162 | ND- 3650 ANALYSIS OF PIPING SYSTEMS |
163 | FIG. ND-3653.3-1 REDUCING OR FULL OUTLETBRANCH CONNECTIONS, OR TEES |
166 | ND- 3670 SPECIAL PIPING REQUIREMENTS |
170 | TABLE ND-3673.2(b)-1STRESS INDICES, FLEXIBILITY, AND STRESS INTENSIFICATION FACTORS [NOTES (1), (2), (3)] |
176 | ND- 3690 DIMENSIONAL REQUIREMENTS FOR PIPING PRODUCTS ND- 3700 ELECTRICAL AND MECHANICAL PENETRATION ASSEMBLIES ND- 3720 DESIGN RULES ND- 3800 DESIGN OF ATMOSPHERIC STORAGE TANKS ND- 3810 GENERAL REQUIREMENTS ND- 3820 DESIGN CONSIDERATIONS |
177 | ND- 3830 BOTTOM DESIGN ND- 3840 SHELL DESIGN TABLE ND-3821.5-1DESIGN AND SERVICE LIMITS |
178 | ND- 3850 ROOF DESIGN |
180 | TABLE ND-3852.7-1ALLOWABLE TENSILE STRESSES FOR ROOF SUPPORTS |
181 | TABLE ND-3852.7-2ALLOWABLE AXIAL COMPRESSION STRESSES FOR ROOF SUPPORTS |
183 | TABLE ND-3852.7-3ALLOWABLE BENDING STRESSES FOR ROOF SUPPORTS |
185 | TABLE ND-3852.7-4ALLOWABLE SHEAR STRESSES FOR ROOF SUPPORTS |
186 | TABLE ND-3852.7-5ALLOWABLE SHEAR AND TENSION STRESSES FORBOLTS FOR ROOF SUPPORTS TABLE ND-3852.7-6ALLOWABLE BEARING STRESSES FORBOLTS FOR ROOF SUPPORTS |
188 | ND- 3860 TANK CONNECTIONS AND APPURTENANCES ND- 3900 DESIGN OF 0 psi TO 15 psi ( 0 kPa TO 100 kPa) STORAGE TANKS ND- 3910 GENERAL REQUIREMENTS |
193 | TABLE ND-3865-1PLATFORMS AND WALKWAYS TABLE ND-3865-2STAIRWAYS |
194 | TABLE ND-3865-3STAIRWAY RISE, RUN, AND ANGLE RELATIONSHIPS TABLE ND-3921.8-1DESIGN AND SERVICE LIMITSFOR STEEL TANKS |
199 | TABLE ND-3923.1-1MAXIMUM ALLOWABLE STRESS VALUES FOR STRUCTURAL MEMBERS |
201 | ND- 3930 DESIGN PROCEDURE |
203 | FIG. ND-3932.1-1 SOME TYPICAL FREE BODY DIAGRAMS FOR CERTAIN SHAPES OF TANKS |
204 | TABLE ND-3932.2(d)-1FACTORS FOR DETERMINING VALUES OFR1 AND R2 FOR 2:1 ELLIPSOIDALROOFS AND BOTTOMS |
207 | FIG. ND-3933.4(a)-1 COMPRESSION RING REG FIG. ND-3933.4(a)-1 COMPRESSION RING REGION |
210 | ND- 3940 ALTERNATE RULES FOR AXIAL COMPRESSIVE MEMBRANE STRESSES IN THE CYLINDRICAL WALLS OF 0 psi TO 15 psi STORAGE TANKS TABLE ND-3933.5(h)-1SOME VALUES FOR k BASED ON n, � |
214 | FIG. ND-3944-1 DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 25 ksi ATTEMPERATURES ≤ 300°F |
215 | FIG. ND-3944-1M DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 175 MPa ATTEMPERATURES ≤ 150°C |
216 | FIG. ND-3944-2 DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 30 ksi ATTEMPERATURES ≤ 300°F |
217 | FIG. ND-3944-2M DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 210 MPa ATTEMPERATURES ≤ 150°C |
218 | FIG. ND-3944-3 DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 35 ksi ATTEMPERATURES ≤ 300°F |
219 | FIG. ND-3944-3M DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 245 MPa ATTEMPERATURES ≤ 150°C |
220 | FIG. ND-3944-4 DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 40 ksi ATTEMPERATURES ≤ 300°F |
221 | FIG. ND-3944-4M DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 280 MPa ATTEMPERATURES ≤ 150°C |
222 | FIG. ND-3944-5 DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 45 ksi ATTEMPERATURES ≤ 300°F |
223 | FIG. ND-3944-5M DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 315 MPa ATTEMPERATURES ≤ 150° |
224 | FIG. ND-3944-6 DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 50 ksi ATTEMPERATURES ≤ 300°F |
225 | FIG. ND-3944-6M DESIGN FACTOR TIMES ALLOWABLE AXIAL MEMBRANE COMPRESSIVE STRESSVERSUS RADIUS OVER THICKNESS FOR FERROUS MATERIALS WITH YIELD STRENGTHS OF 350 MPa ATTEMPERATURES ≤ 150°C |
226 | ARTICLE ND- 4000 FABRICATION AND INSTALLATION ND- 4100 GENERAL REQUIREMENTS ND- 4110 INTRODUCTION ND- 4120 CERTIFICATION OF MATERIAL AND FABRICATION BY COMPONENT CERTIFICATE HOLDER |
227 | ND- 4130 REPAIR OF MATERIAL ND- 4200 FORMING, FITTING, AND ALIGNING ND- 4210 CUTTING, FORMING, AND BENDING |
228 | ND- 4220 FORMING TOLERANCES |
229 | FIGURES FIG. ND-4221.1-1 MAXIMUM DIFFERENCEIN CROSS-SECTIONAL DIAMETERS |
230 | FIG. ND-4221.2(a)-1 MAXIMUM PERMISSIBLE DEVIATION e FROM A TRUE CIRCULAR FORM |
231 | ND- 4230 FITTING AND ALIGNING FIG. ND-4221.2(a)-2 MAXIMUM ARC LENGTH FOR DETERMINING PLUS OR MINUS DEVIATION |
232 | FIG. ND-4233-1 BUTT WELD ALIGNMENT ANDMISMATCH TOLERANCES FOR UNEQUAL I.D. AND O.D.WHEN COMPONENTS ARE WELDED FROM ONE SIDEAND FAIRING IS NOT PERFORMED TABLES TABLE ND-4232(a)-1MAXIMUM ALLOWABLE OFFSET INFINAL WELDED JOINTS |
233 | ND- 4240 REQUIREMENTS FOR WELD JOINTS IN COMPONENTS |
234 | FIG. ND-4243-1 ATTACHMENT OF PRESSURE PARTS TO PLATES TO FORMA CORNER JOINT |
236 | FIG. ND-4243.1-1 TYPICAL FLAT HEADS, AND SUPPORTED AND UNSUPPORTEDTUBESHEETS WITH HUBS |
237 | FIG. ND-4244(a)-1 NOZZLES, AND BRANCH AND PIPING CONNECTIONS JOINED BY FULLPENETRATION BUTT WELDS |
238 | FIG. ND-4244(b)-1 NOZZLES, AND BRANCH AND PIPING CONNECTIONS JOINED BYFULL PENETRATION CORNER WELDSFor Definition of Symbols, See ND-3352.4(b) |
241 | FIG. ND-4244(d)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES, AND BRANCHAND PIPING CONNECTIONS |
242 | FIG. ND-4244(e)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES |
244 | FIG. ND-4244(f)-1 TUBE CONNECTIONS |
245 | FIG. ND-4244(g)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES, AND BRANCHAND PIPING CONNECTIONS |
249 | FIG. ND-4246.3-1 TYPICAL ROOF AND ROOF-TO-SHELL JOINTS |
252 | ND- 4250 WELDING END TRANSITIONS — MAXIMUM ENVELOPE ND- 4300 WELDING QUALIFICATIONS ND- 4310 GENERAL REQUIREMENTS TABLE ND-4247.6(d)-1MINIMUM SIZE FOR FILLET WELDS |
253 | FIG. ND-4250-1 WELDING END TRANSITIONS MAXIMUM ENVELOPE |
254 | ND- 4320 WELDING QUALIFICATIONS, RECORDS, AND IDENTIFYING STAMPS ND- 4330 GENERAL REQUIREMENTS FOR WELDING PROCEDURE QUALIFICATION TESTS |
257 | ND- 4350 SPECIAL QUALIFICATION REQUIREMENTS FOR TUBE- TO-TUBESHEET WELDS ND- 4400 RULES GOVERNING MAKING, EXAMINING, AND REPAIRING WELDS ND- 4410 PRECAUTIONS TO BE TAKEN BEFORE WELDING ND- 4420 RULES FOR MAKING WELDED JOINTS |
258 | ND- 4430 WELDING OF ATTACHMENTS |
259 | FIG. ND-4427-1 FILLET AND SOCKET WELD DETAILS AND DIMENSIONS |
261 | ND- 4450 REPAIR OF WELD METAL DEFECTS FIG. ND-4437.2(b)-1 SOME ACCEPTABLEMETHODS OF ATTACHING STIFFENING RINGSTO SHELLS OF CYLINDRICAL VESSELSSUBJECTED TO EXTERNAL PRESSURE |
262 | ND- 4460 WELDED TEST PLATES ND- 4470 WELDED STAYED CONSTRUCTION ND- 4500 BRAZING ND- 4510 RULES FOR BRAZING |
265 | ND- 4530 FITTING AND ALIGNING OF PARTS TO BE BRAZED ND- 4540 EXAMINATION OF BRAZED JOINTS ND- 4600 HEAT TREATMENT ND- 4610 WELDING PREHEAT REQUIREMENTS TABLE ND-4524-1MAXIMUM DESIGN TEMPERATURES FOR BRAZING FILLER METAL, °F (°C) |
266 | ND- 4620 POSTWELD HEAT TREATMENT |
267 | TABLE ND-4622.1-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT OF WELDS |
268 | TABLE ND-4622.4(c)-1ALTERNATIVE HOLDING TEMPERATURESAND TIMES |
269 | TABLE ND-4622.7(b)-1EXEMPTIONS TO MANDATORY PWHT |
271 | ND- 4630 HEAT TREATMENT OF WELDS OTHER THAN THE FINAL POSTWELD HEAT TREATMENT ND- 4650 HEAT TREATMENT AFTER BENDING OR FORMING FOR PIPE, PUMPS, AND VALVES |
272 | ND- 4660 HEAT TREATMENT OF ELECTROSLAG WELDS ND- 4700 MECHANICAL JOINTS ND- 4710 BOLTING AND THREADING ND- 4720 BOLTING FLANGED JOINTS ND- 4730 ELECTRICAL AND MECHANICAL PENETRATION ASSEMBLIES ND- 4800 EXPANSION JOINTS ND- 4810 FABRICATION AND INSTALLATION RULES FOR BELLOWS EXPANSION JOINTS |
273 | FIG. ND-4730-1 PENETRATION ASSEMBLY FIG. ND-4810(c)-1 PERMISSIBLE ATTACHMENT WELDS FOR BELLOWS |
274 | ARTICLE ND- 5000 EXAMINATION ND- 5100 GENERAL REQUIREMENTS FOR EXAMINATION ND- 5110 PROCEDURES, QUALIFICATIONS, AND EVALUATION ND- 5120 TIME OF EXAMINATION OF WELDS AND WELD METAL CLADDING |
275 | ND- 5200 EXAMINATION OF WELDS ND- 5210 CATEGORY A VESSEL WELDED JOINTS IN VESSELS AND SIMILAR WELDED JOINTS IN PIPING, PUMPS, AND VALVES ND- 5220 CATEGORY B VESSEL WELDED JOINTS AND CIRCUMFERENTIAL WELDED JOINTS IN PIPING, PUMPS, AND VALVES TABLE ND-5211.2-1THICKNESS ABOVE WHICH FULLRADIOGRAPHIC EXAMINATION OF BUTT WELDEDJOINT IS MANDATORY |
276 | ND- 5230 CATEGORY C VESSEL WELDED JOINTS AND SIMILAR WELDED JOINTS IN PIPING, PUMPS, AND VALVES ND- 5240 CATEGORY D VESSEL WELDED JOINTS AND SIMILAR JOINTS IN PIPING, PUMPS, AND VALVES ND- 5260 WELDED STAYED CONSTRUCTION |
277 | ND- 5270 SPECIAL WELDS ND- 5280 WELDED JOINTS IN STORAGE TANKS |
278 | ND- 5300 ACCEPTANCE STANDARDS ND- 5320 RADIOGRAPHIC ACCEPTANCE STANDARDS |
279 | ND- 5330 ULTRASONIC ACCEPTANCE STANDARDS ND- 5340 MAGNETIC PARTICLE ACCEPTANCE STANDARDS |
280 | ND- 5350 LIQUID PENETRANT ACCEPTANCE STANDARDS ND- 5360 VISUAL ACCEPTANCE STANDARDS FOR BRAZED JOINTS ND- 5380 GAS AND BUBBLE FORMATION TESTING ND- 5400 SPOT EXAMINATION OF WELDED JOINTS2 ND- 5410 GENERAL REQUIREMENTS ND- 5420 MINIMUM EXTENT OF SPOT RADIOGRAPHIC EXAMINATION |
281 | ND- 5430 STANDARDS FOR SPOT RADIOGRAPHIC EXAMINATION ND- 5440 EVALUATION AND RETESTS ND- 5500 QUALIFICATIONS AND CERTIFICATION OF NONDESTRUCTIVE EXAMINATION PERSONNEL ND- 5510 GENERAL REQUIREMENTS ND- 5520 PERSONNEL QUALIFICATION, CERTIFICATION, AND VERIFICATION ND- 5521 Qualification Procedure |
282 | ND- 5530 RECORDS ND- 5700 EXAMINATION REQUIREMENTS FOR EXPANSION JOINTS ND- 5720 BELLOWS EXPANSION JOINTS |
284 | ARTICLE ND- 6000 TESTING ND- 6100 GENERAL REQUIREMENTS ND- 6110 PRESSURE TESTING OF COMPONENTS, APPURTENANCES, AND SYSTEMS |
285 | ND- 6120 PREPARATION FOR TESTING |
286 | ND- 6200 HYDROSTATIC TESTS ND- 6210 HYDROSTATIC TEST PROCEDURE ND- 6211 Venting During Fill Operation ND- 6220 HYDROSTATIC TEST PRESSURE REQUIREMENTS ND- 6230 BELLOWS EXPANSION JOINTS |
287 | ND- 6240 PROVISION FOR EMBEDDED OR INACCESSIBLE WELDED JOINTS IN PIPING ND- 6300 PNEUMATIC TESTS ND- 6310 PNEUMATIC TESTING PROCEDURES ND- 6311 General Requirements ND- 6320 PNEUMATIC TEST PRESSURE REQUIREMENTS ND- 6330 BELLOWS EXPANSION JOINTS ND- 6400 PRESSURE TEST GAGES ND- 6410 REQUIREMENTS FOR PRESSURE TEST GAGES |
288 | ND- 6500 ATMOSPHERIC AND 0 psig TO 15 psig ( 0 kPa TO 100 kPa) STORAGE TANKS ND- 6510 TESTING OF ATMOSPHERIC STORAGE TANKS ND- 6520 TESTING OF 0 psig TO 15 psig ( 0 kPa TO 100 kPa) STORAGE TANKS ND- 6521 Testing of Reinforcement Pads |
289 | ND- 6530 TEST GAGES |
290 | ND- 6600 SPECIAL TEST PRESSURE SITUATIONS ND- 6610 COMPONENTS DESIGNED FOR EXTERNAL PRESSURE ND- 6620 PRESSURE TESTING OF COMBINATION UNITS ND- 6900 PROOF TESTS TO ESTABLISH DESIGN PRESSURE ND- 6910 GENERAL REQUIREMENTS |
291 | ND- 6920 PROCEDURES |
294 | ND- 6930 PROCEDURE FOR COMPONENTS HAVING CHAMBERS OF SPECIAL SHAPE SUBJECT TO COLLAPSE |
295 | ARTICLE ND- 7000 OVERPRESSURE PROTECTION ND- 7100 GENERAL REQUIREMENTS ND- 7110 SCOPE ND- 7120 INTEGRATED OVERPRESSURE PROTECTION ND- 7130 VERIFICATION OF THE OPERATION OF RECLOSING PRESSURE RELIEF DEVICES ND- 7140 INSTALLATION |
296 | ND- 7150 ACCEPTABLE PRESSURE RELIEF DEVICES |
297 | ND- 7160 UNACCEPTABLE PRESSURE RELIEF DEVICES ND- 7170 PERMITTED USE OF PRESSURE RELIEF DEVICES ND- 7200 OVERPRESSURE PROTECTION REPORT ND- 7210 RESPONSIBILITY FOR REPORT ND- 7220 CONTENT OF REPORT |
298 | ND- 7230 CERTIFICATION OF REPORT ND- 7240 REVIEW OF REPORT AFTER INSTALLATION ND- 7250 FILING OF REPORT ND- 7300 RELIEVING CAPACITY REQUIREMENTS ND- 7310 EXPECTED SYSTEM PRESSURE TRANSIENT CONDITIONS |
299 | ND- 7320 UNEXPECTED SYSTEM EXCESS PRESSURE TRANSIENT CONDITIONS13 ND- 7321 Relieving Capacity of Pressure Relief Devices ND- 7330 SYSTEM FAULTED CONDITIONS ND- 7400 SET PRESSURES OF PRESSURE RELIEF DEVICES ND- 7410 SET PRESSURE LIMITATIONS FOR EXPECTED SYSTEM PRESSURE TRANSIENT CONDITIONS ND- 7420 SET PRESSURE LIMITATIONS FOR UNEXPECTED SYSTEM EXCESS PRESSURE TRANSIENT CONDITIONS ND- 7500 OPERATING AND DESIGN REQUIREMENTS FOR PRESSURE AND VACUUM RELIEF VALVES ND- 7510 SAFETY, SAFETY RELIEF, AND RELIEF VALVES |
301 | ND- 7520 PILOT OPERATED PRESSURE RELIEF VALVES |
302 | ND- 7530 POWER ACTUATED PRESSURE RELIEF VALVES ND- 7540 SAFETY AND SAFETY RELIEF VALVES WITH AUXILIARY ACTUATING DEVICES ND- 7550 VACUUM RELIEF VALVES ND- 7551 General Requirements |
303 | ND- 7560 ALTERNATIVE TEST MEDIA ND- 7600 NONRECLOSING PRESSURE RELIEF DEVICES ND- 7610 RUPTURE DISK DEVICES ND- 7611 General Requirements |
304 | ND- 7620 INSTALLATION REQUIREMENTS ND- 7700 CERTIFICATION ND- 7710 RESPONSIBILITY FOR CERTIFICATION OF PRESSURE AND VACUUM RELIEF VALVES |
305 | ND- 7720 RESPONSIBILITY FOR CERTIFICATION OF NONRECLOSING PRESSURE RELIEF DEVICES ND- 7730 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES — COMPRESSIBLE FLUIDS |
308 | FIGURES FIG. ND-7734.2(a)-1 VALUES OF F FOR NONCHOKING FLOW |
309 | ND- 7740 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES — INCOMPRESSIBLE FLUIDS |
311 | ND- 7750 CAPACITY CERTIFICATION OF VACUUM RELIEF VALVES |
313 | ND- 7760 CAPACITY DETERMINATION OF RUPTURE DISK DEVICES FIG. ND-7754.2(a)-1 VALUES OF F FOR NONCHOKING FLOW |
315 | ND- 7800 MARKING, STAMPING, AND DATA REPORTS ND- 7810 PRESSURE AND VACUUM RELIEF VALVES |
316 | ND- 7820 RUPTURE DISK DEVICES ND- 7830 PRESSURE RELIEF VALVE IN COMBINATION WITH RUPTURE DISK DEVICES ND- 7840 CERTIFICATE OF AUTHORIZATION TO USE CODE SYMBOL STAMP |
317 | ARTICLE ND- 8000 NAMEPLATES, STAMPING, AND REPORTS ND- 8100 GENERAL REQUIREMENTS |