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ASME BPVC III 1 NC 2010

ASME BPVC III 1 NC 2010

$37.05

ASME BPVC – III – 1 – NC -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NC, Class 2 Component

Published By Publication Date Number of Pages
ASME 2010 340
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PDF Pages PDF Title
5 CONTENTS
16 LIST OF SECTIONS
18 FOREWORD
20 STATEMENT OF POLICY
21 PERSONNEL
33 ORGANIZATION OF SECTION III
35 SUMMARY OF CHANGES
36 LIST OF CHANGES IN RECORD NUMBER ORDER
37 ARTICLE NC- 1000 INTRODUCTION
NC- 1100 SCOPE
NC- 1120 TEMPERATURE LIMITS
NC- 1130 BOUNDARIES OF JURISDICTION APPLICABLE TO THIS SUBSECTION
39 FIGURES
FIG. NC-1132.2-1 ATTACHMENTS IN THE COMPONENT SUPPORT LOAD PATH THAT DO NOT PERFORM APRESSURE RETAINING FUNCTION
40 FIG. NC-1132.2-2 ATTACHMENTS THAT DO NOT PERFORM A PRESSURE RETAINING FUNCTION AND ARE NOTIN THE COMPONENT SUPPORT LOAD PATH (NONSTRUCTURAL ATTACHMENTS)
41 FIG. NC-1132.2-3 ATTACHMENTS THAT PERFORM A PRESSURE RETAINING FUNCTION
42 ARTICLE NC- 2000 MATERIAL
NC- 2100 GENERAL REQUIREMENTS FOR MATERIAL
NC- 2110 SCOPE OF PRINCIPAL TERMS EMPLOYED
NC- 2120 PRESSURE RETAINING MATERIAL
44 NC- 2130 CERTIFICATION OF MATERIAL
NC- 2140 WELDING MATERIALS
NC- 2150 MATERIAL IDENTIFICATION
NC- 2160 DETERIORATION OF MATERIAL IN SERVICE
NC- 2170 HEAT TREATMENT TO ENHANCE IMPACT PROPERTIES
45 NC- 2180 PROCEDURES FOR HEAT TREATMENT OF MATERIAL
NC- 2190 NONPRESSURE- RETAINING MATERIAL
NC- 2200 MATERIAL TEST COUPONS AND SPECIMENS FOR FERRITIC STEEL MATERIAL
NC- 2210 HEAT TREATMENT REQUIREMENTS
46 NC-2220 PROCEDURE FOR OBTAINING TESTCOUPONS AND SPECIMENS FORQUENCHED AND TEMPEREDMATERIAL
48 NC- 2300 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIAL
NC- 2310 MATERIAL TO BE IMPACT TESTED
TABLES
TABLE NC-2311(a)-1EXEMPTIONS FROM IMPACT TTESTING
UNDER NC-2311(a)(8)
49 NC- 2320 IMPACT TEST PROCEDURES
NC- 2330 TEST REQUIREMENTS AND ACCEPTANCE STANDARDS
50 NC- 2340 NUMBER OF IMPACT TESTS REQUIRED
TABLE NC-2332.1-1REQUIRED Cv LATERAL EXPANSION VALUESFOR PRESSURE RETAINING MATERIALOTHER THAN BOLTING
51 NC- 2350 RETESTS
TABLE NC-2332.1-2REQUIRED Cv ENERGY VALUES1 FOR PRESSURE RETAINING MATERIAL OTHER THAN BOLTING
TABLE NC-2332.3-1REQUIRED Cv VALUES FOR BOLTING MATERIALTESTED IN ACCORDANCE WITH NC-2332.3
52 NC- 2360 CALIBRATION OF INSTRUMENTS AND EQUIPMENT
NC- 2400 WELDING MATERIAL
NC- 2410 GENERAL REQUIREMENTS
NC- 2420 REQUIRED TESTS
53 NC- 2430 WELD METAL TESTS NC- 2431 Mechanical Properties Test
55 TABLE NC-2432.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS
TABLE NC-2432.2-1WELDING MATERIAL CHEMICAL ANALYSIS
56 NC- 2440 STORAGE AND HANDLING OF WELDING MATERIAL
NC- 2500 EXAMINATION AND REPAIR OF PRESSURE RETAINING MATERIAL
NC- 2510 PRESSURE RETAINING MATERIAL
FIGURES
FIG. NC-2433.1-1 WELD METAL DELTA FERRITE CONTENT
57 NC- 2530 EXAMINATION AND REPAIR OF PLATE
NC- 2540 EXAMINATION AND REPAIR OF FORGINGS AND BARS
59 NC- 2550 EXAMINATION AND REPAIR OF SEAMLESS AND WELDED ( WITHOUT FILLER METAL) TUBULAR PRODUCTS AND FITTINGS
61 NC- 2560 EXAMINATION AND REPAIR OF TUBULAR PRODUCTS AND FITTINGS WELDED WITH FILLER METAL
NC- 2570 EXAMINATION AND REPAIR OF STATICALLY AND CENTRIFUGALLY CAST PRODUCTS
62 TABLE NC-2571-1REQUIRED EXAMINATIONS
65 FIG. NC-2575.2-1 TYPICAL PRESSURE RETAINING PARTS OF PUMPS AND VALVES
68 NC- 2580 EXAMINATION OF BOLTS, STUDS, AND NUTS
NC- 2600 MATERIAL ORGANIZATIONS’ QUALITY SYSTEM PROGRAMS
NC- 2610 DOCUMENTATION AND MAINTENANCE OF QUALITY SYSTEM PROGRAMS
NC- 2700 DIMENSIONAL STANDARDS
69 ARTICLE NC- 3000 DESIGN
NC- 3100 GENERAL DESIGN
NC- 3110 LOADING CRITERIA
70 NC- 3120 SPECIAL CONSIDERATIONS
NC- 3130 GENERAL DESIGN RULES
75 FIGURES
FIG. NC-3133.8-1 CHART FOR DETERMINING WALL THICKNESS OF TUBES UNDER EXTERNAL PRESSURE
76 NC- 3200 ALTERNATIVE DESIGN RULES FOR VESSELS
NC- 3210 GENERAL REQUIREMENTS
78 TABLES
TABLE NC-3215.1(a)-1PRESSURE AND TEMPERATURE RELATIONSHIPS
79 TABLE NC-3217-1STRESS INTENSITY k FACTORS FOR DESIGNAND SERVICE LOAD COMBINATIONS
82 NC- 3220 DESIGN CONSIDERATIONS
84 FIG. NC-3224.6-1 DESIGN CURVES FOR TORISPHERICAL HEADS AND 2:1 ELLIPSOIDAL HEADS FOR USE WITHNC-3224.8 AND NC-3224.6
87 FIG. NC-3224.13(b)(6)(a)-1 INHERENT REINFORCEMENT FOR LARGE END OF CONE-CYLINDER JUNCTION
88 FIG. NC-3224.13(b)(6)(b)-1 VALUES FOR Q FOR LARGE END OF CONE-CYLINDER JUNCTION
89 FIG. NC-3224.13(c)(6)(a)-1 INHERENT REINFORCEMENT FOR SMALL END OF CONE-CYLINDER JUNCTION
90 FIG. NC-3224.13(c)(6)(b)-1 VALUES FOR Q FOR SMALL END OF CONE-CYLINDER JUNCTION
91 FIG. NC-3224.13(d)-1 CONE-CYLINDER JUNCTION AT SMALL END TREATED AS OPENING
92 NC- 3230 OPENINGS AND THEIR REINFORCEMENT
93 FIG. NC-3225-1 TYPICAL FLAT HEADS AND SUPPORTED AND UNSUPPORTED TUBESHEETS WITH HUBS
94 FIG. NC-3225-2 SOME ACCEPTABLE TYPES OF UNSTAYED FLAT HEADS AND COVERS
98 FIG. NC-3234.2(a)-1 NOZZLE NOMENCLATURE AND DIMENSIONS
100 FIG. NC-3239.1(b)-1 EXAMPLES OF ACCEPTABLE TRANSITION DETAILS
TABLE NC-3239.3(a)-1REQUIRED MINIMUM REINFORCING AREA,
101 FIG. NC-3239.4-1 LIMITS OF REINFORCING ZONE
TABLE NC-3239.7-1STRESS INDICES FOR INTERNALPRESSURE LOADING
102 NC- 3240 VESSELS UNDER EXTERNAL PRESSURE
103 NC- 3250 WELDED JOINTS
106 NC- 3260 SPECIAL VESSEL REQUIREMENTS
107 TABLE NC-3266-1MINIMUM NUMBER OF PIPE THREADSFOR CONNECTIONS
108 NC- 3300 VESSEL DESIGN
NC- 3310 GENERAL REQUIREMENTS
NC- 3320 DESIGN CONSIDERATIONS
TABLE NC-3321-1STRESS LIMITS FOR DESIGNAND SERVICE LOADINGS
109 TABLE NC-3321-2CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES
110 TABLE NC-3324.2-1VALUES OF FACTOR K
111 FIG. NC-3324.2-1 PRINCIPAL DIMENSIONS OF TYPICAL HEADS
114 TABLE NC-3324.8(b)-1VALUES OF FACTOR M
TABLE NC-3324.11(b)(2)-1VALUES OF � FOR JUNCTIONS AT THE LARGE CYLINDER FOR � ≤ 30 deg
TABLE NC-3324.11(b)(3)-1VALUES OF � FOR JUNCTIONS AT THE SMALL CYLINDER FOR � ≤ 30 deg
115 FIG. NC-3324.11(a)(6)-1 LARGE HEAD OPENINGS, REVERSE CURVE, AND CONICAL SHELL REDUCER SECTIONS
118 FIG. NC-3325-1 SOME ACCEPTABLE TYPES OF UNSTAYED FLAT HEADS AND COVERS
119 FIG. NC-3326.1-1 SPHERICALLY DISHED COVERSWITH BOLTING FLANGES
123 FIG. NC-3329(d)-2 DIAGRAM FOR DETERMINING THE EFFICIENCY OF LONGITUDINAL AND DIAGONALLIGAMENTS BETWEEN OPENINGS IN CYLINDRICAL SHELLS
124 FIG. NC-3329(g)-1 DIAGRAM FOR DETERMINING EQUIVALENT LONGITUDINAL EFFICIENCYOF DIAGONAL LIGAMENTS
125 FIG. NC-3332.2-1 CHART FOR DETERMININGTHE VALUE OF F
126 TABLE NC-3332.2-1VALUES OF SPHERICAL RADIUS FACTOR K1Equivalent Spherical Radius p K1D;D/2h p Axis Ratio;Interpolation Permitted for Intermediate Values
130 FIG. NC-3351-1 WELDED JOINT LOCATIONS TYPICAL OF CATEGORIES A, B, C, AND D
131 FIG. NC-3352-1 TYPICAL BUTT JOINTS
135 NC- 3360 SPECIAL VESSEL REQUIREMENTS
136 FIG. NC-3361-1 BUTT WELDING OF SECTIONS OF UNEQUAL THICKNESSES
137 NC- 3400 PUMP DESIGN
NC- 3410 GENERAL REQUIREMENTS FOR CENTRIFUGAL PUMPS
139 NC- 3420 DEFINITIONS
NC- 3430 DESIGN REQUIREMENTS FOR CENTRIFUGAL PUMPS
FIG. NC-3423-1 TYPICAL SINGLE VOLUTE CASING
FIG. NC-3423-2 TYPICAL DOUBLE VOLUTE CASING
TABLE NC-3416-1STRESS AND PRESSURE LIMITS FOR DESIGN AND SERVICE LOADINGS
140 NC- 3432 Flanged Connections
FIG. NC-3433.4-1 MINIMUM TANGENTIALINLET AND OUTLET WALL THICKNESS
141 NC- 3440 DESIGN OF SPECIFIC PUMP TYPES
FIG. NC-3441.1-1 TYPE A PUMP
FIG. NC-3441.1-2 TYPE A PUMP
142 FIG. NC-3441.1(a)-1 TYPE A PUMP
FIG. NC-3441.2-1 TYPE B PUMP
FIG. NC-3441.3-1 TYPE C PUMP
144 FIG. NC-3441.3-2 TYPE C PUMP
145 FIG. NC-3441.4(a)-1 TYPE D PUMP
FIG. NC-3441.5-1 TYPE E PUMP
FIG. NC-3441.6(a)-1 TYPE F PUMP
FIG. NC-3441.7(a)-1 AXIALLY SPLIT CASING,VOLUTE PUMP, TYPE G
146 FIG. NC-3441.7(c)-1 AXIALLY SPLIT CASING, VOLUTE PUMP, TYPE G
147 FIG. NC-3441.7(c)(2)-1 TYPICAL SECTIONOF TYPE G PUMPS
FIG. NC-3441.7(c)(2)-2 TYPICAL SECTION OF TYPE G PUMPS
FIG. NC-3441.7(c)(2)-3 TYPICAL LOADS ON TYPE G PUMPS
149 FIG. NC-3441.8-1 LONGITUDINAL SECTIONTHROUGH TYPE H PUMP
FIG. NC-3441.8-2 TRANSVERSE SECTIONTHROUGH TYPE H PUMP
150 FIG. NC-3441.9-1 TYPE K PUMP
151 FIG. NC-3441.9-2 TYPE K PUMP
152 NC- 3450 DESIGN OF CLASS 2 RECIPROCATING PUMPS
153 FIG. NC-3441.10-1 TYPE N P
154 NC- 3500 VALVE DESIGN
NC- 3510 GENERAL REQUIREMENTS
155 FIG. NC-3451(a)-1 HORIZONTAL SINGLE-ACTING POWER PUMP LIQUID ENDS
157 NC- 3520 LEVELS B, C, AND D SERVICE LIMITS
NC- 3530 GENERAL RULES
158 FIG. NC-3521-1 TYPICAL SECTIONS OF VALVE BODIES
159 NC- 3590 PRESSURE RELIEF VALVE DESIGN
TABLE NC-3521-1LEVELS A, B, C, AND D SERVICE LIMITS
TABLE NC-3521-1LEVELS A, B, C, AND D SERVICE LIMITS
160 FIG. NC-3591.1-1 TYPICAL PRESSURE RELIEF DEVICES
161 FIG. NC-3591.1-2 TYPICAL PRESSURE RELIEF DEVICES
162 TABLE NC-3592.2(b)-1CLASS 2 PRESSURE RELIEF DEVICES:LEVELS B, C, AND D SERVICE LOADINGS
163 NC- 3600 PIPING DESIGN
NC- 3610 GENERAL REQUIREMENTS
FIG. NC-3595.3-1 VALVE NOZZLE
164 TABLE NC-3611.2(e)-1STRESS RANGE REDUCTION FACTORS
166 NC- 3620 DESIGN CONSIDERATIONS
167 FIG. NC-3622-1 EXAMPLES OF REVERSING AND NONREVERSING DYNAMIC LOADS
168 NC- 3640 PRESSURE DESIGN OF PIPING PRODUCTS
169 TABLE NC-3641.1(a)-1VALUES OF A
TABLE NC-3642.1(c)-1MINIMUM THICKNESS FOR BENDING
171 FIG. NC-3643.2(b)-1 TYPICAL WELDED BRANCH CONNECTIONS
172 FIG. NC-3643.2(b)-2 TYPICAL RIGHT ANGLE BRANCH CONNECTIONSMADE USING A FILLET WELD OR A PARTIAL PENETRATION WELD
173 FIG. NC-3643.3(c)(1)-1 REINFORCEMENT OF BRANCH CONNECTIONS
174 FIG. NC-3643.3(c)(1)-2 SOME REPRESENTATIVE CONFIGURATIONS DESCRIBINGTHE te REINFORCEMENT DIMENSIONS
177 FIG. NC-3643.4(a)-1 REINFORCED EXTRUDED OUTLETS
179 FIG. NC-3647.2-1 TYPES OF PERMANENT BLANKS
183 NC- 3650 ANALYSIS OF PIPING DESIGNS
185 FIG. NC-3653.3-1 REDUCING OR FULL OUTLETBRANCH CONNECTIONS OR TEES
188 NC- 3660 DESIGN OF WELDS NC- 3661 Welded Joints NC- 3661.1 General Requirements.
NC- 3670 SPECIAL PIPING REQUIREMENTS NC- 3671 Selection and Limitations of Nonwelded Piping Joints
191 FIG. NC-3673.2(b)-1 STRESS INDICES, FLEXIBILITY, AND STRESS INTENSIFICATION FACTORS [NOTES (1), (2), AND (3)]
197 NC- 3690 DIMENSIONAL REQUIREMENTS FOR PIPING PRODUCTS NC- 3691 Standard Piping Products
NC- 3700 ELECTRICAL AND MECHANICAL PENETRATION ASSEMBLIES
NC- 3720 DESIGN RULES
198 NC- 3800 DESIGN OF ATMOSPHERIC STORAGE TANKS
NC- 3810 GENERAL REQUIREMENTS
NC- 3820 DESIGN CONSIDERATIONS
TABLE NC-3821.5-1DESIGN AND SERVICE LIMITS
199 NC- 3830 BOTTOM DESIGN NC- 3831 Plate Sizes
NC- 3840 SHELL DESIGN NC- 3841 Loads
NC- 3850 ROOF DESIGN NC- 3851 Types of Roofs
203 NC- 3860 TANK CONNECTIONS AND APPURTENANCES NC- 3861 Roof Manholes
207 TABLE NC-3863-1WELDED BOTTOM OUTLET ELBOW
TABLE NC-3865-1PLATFORMS AND WALKWAYS
TABLE NC-3865-2STAIRWAYS
208 NC- 3900 ZERO psi TO 15 psi ( 0 kPa TO 100 kPa) STORAGE TANK DESIGN
NC- 3910 GENERAL REQUIREMENTS
NC- 3920 DESIGN CONSIDERATIONS
TABLE NC-3865-3STAIRWAY RISE, RUN, AND ANGLE RELATIONSHIPS
209 TABLE NC-3921.6-1DESIGN AND SERVICE LIMITS FOR STEEL TANKS
213 NC- 3930 DESIGN PROCEDURE NC- 3931 Design of Tank Walls
214 TABLE NC-3923.1-1MAXIMUM ALLOWABLE STRESS VALUES FOR STRUCTURAL MEMBERS
218 FIG. NC-3932.1-1 SOME TYPICAL FREE BODY DIAGRAMS FOR CERTAIN SHAPES OF TANKS
219 TABLE NC-3932.2(d)-1FACTORS FOR DETERMINING VALUES OF R1 ANDR2 FOR 2:1 ELLIPSOIDAL ROOFS AND BOTTOMS
222 FIG. NC-3933.4(a)-1 COMPRESSION RING REGION
225 NC- 3940 ALTERNATE RULES FOR AXIAL COMPRESSIVE MEMBRANE STRESSES IN THE CYLINDRICAL WALLS OF 0 psi TO 15 psi ( 0 kPa to 100 kPa) STORAGE TANKS
228 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
229 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
230 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
231 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
232 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
233 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
234 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
235 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
236 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
237 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°C
238 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
239 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
240 FIG. NC-3947-1 MERIDIONAL STRAIGHTNESS TOLERANC
241 ARTICLE NC- 4000 FABRICATION AND INSTALLATION
NC- 4100 GENERAL REQUIREMENTS
NC- 4110 INTRODUCTION
NC- 4120 CERTIFICATION OF MATERIALS AND FABRICATION BY COMPONENT CERTIFICATE HOLDER
242 NC- 4130 REPAIR OF MATERIAL
NC- 4200 FORMING, CUTTING, AND ALIGNING
NC- 4210 CUTTING, FORMING, AND BENDING
243 NC- 4220 FORMING TOLERANCES
244 FIGURES
FIG. NC-4221.1-1 MAXIMUM DIFFERENCE INCROSS-SECTIONAL DIAMETERS
245 FIG. NC-4221.2(a)-1 MAXIMUM PERMISSIBLE DEVIATION e FROM A TRUE CIRCULAR FORM
246 NC- 4230 FITTING AND ALIGNING
FIG. NC-4221.2(a)-2 MAXIMUM ARC LENGTH FOR DETERMINING PLUS OR MINUS DEVIATION
247 NC- 4240 REQUIREMENTS FOR WELD JOINTS IN COMPONENTS
TABLES
TABLE NC-4232(a)-1MAXIMUM ALLOWABLE OFFSET INFINAL WELDED JOINTS
250 FIG. NC-4243-2 ATTACHMENT OF PRESSURE PARTS TO PLATES TO FORM A CORNER JOINT
252 FIG. NC-4243.1-1 TYPICAL FLAT HEADS AND SUPPORTEDAND UNSUPPORTED TUBESHEET WITH HUBS
254 FIG. NC-4244(b)-1 NOZZLES, BRANCH, AND PIPING CONNECTIONS JOINED BYFULL PENETRATION CORNER WELDS
256 FIG. NC-4244(d)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES,BRANCH, AND PIPING CONNECTIONS
257 FIG. NC-4244(e)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES
259 FIG. NC-4246.1(a)-1 TYPICAL BOTTOM AND BOTTOM-TO-SHELL JOINTS
260 FIG. NC-4246.3-1 TYPICAL ROOF AND ROOF-TO-SHELL JOINTS
264 FIG. NC-4250-1 WELDING END TRANSITIONS MAXIMUM ENVELOPE
266 FIG. NC-4265-1 ACCEPTABLE FULL PENETRATION DETAILS TO FORM A CORNER JOINT
268 FIG. NC-4266(b)-1 FULL PENETRATION CORNER WELDED ATTACHMENTS
271 FIG. NC-4267-1 ATTACHMENTS
272 NC- 4320 WELDING QUALIFICATIONS, RECORDS, AND IDENTIFYING STAMPS
273 NC- 4324 Transferring Qualifications
NC- 4330 GENERAL REQUIREMENTS FOR WELDING PROCEDURE QUALIFICATION TESTS
276 NC- 4350 SPECIAL QUALIFICATION REQUIREMENTS FOR TUBE- TO-TUBESHEET WELDS
NC- 4360 QUALIFICATION REQUIREMENTS FOR WELDING SPECIALLY DESIGNED WELDED SEALS
277 NC- 4400 RULES GOVERNING MAKING, EXAMINING, AND REPAIRING WELDS
NC- 4410 PRECAUTIONS TO BE TAKEN BEFORE WELDING
NC- 4420 RULES FOR MAKING WELDED JOINTS
279 NC- 4430 WELDING OF ATTACHMENTS
280 FIG. NC-4427-1 FILLET AND SOCKET WELD DETAILS AND DIMENSIONS
282 NC- 4450 REPAIR OF WELD METAL DEFECTS
FIG. NC-4437.2(b)-1 SOME ACCEPTABLE METHODSOF ATTACHING STIFFENING RINGS TO SHELLS OFCYLINDRICAL VESSELS SUBJECTED TO EXTERNALPRESSURE
283 NC- 4500 BRAZING
NC- 4510 RULES FOR BRAZING
NC- 4520 BRAZING QUALIFICATION REQUIREMENTS
284 FIG. NC-4511-1 BRAZED CONNECTIONS FOR APPURTENANCES AND PIPING
285 NC- 4530 FITTING AND ALIGNING OF PARTS TO BE BRAZED
NC- 4540 EXAMINATION OF BRAZED JOINTS
NC- 4600 HEAT TREATMENT
NC- 4610 WELDING PREHEAT REQUIREMENTS
NC- 4620 POSTWELD HEAT TREATMENT
TABLE NC-4524-1MAXIMUM DESIGN TEMPERATURESFOR BRAZING FILLER METAL, °F (°C)
287 TABLE NC-4622.1-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT OF WELDS
288 TABLE NC-4622.4(c)-1ALTERNATIVE HOLDINGTEMPERATURES AND TIMES
289 TABLE NC-4622.7(b)-1EXEMPTIONS TO MANDATORY PWHT
291 NC- 4630 HEAT TREATMENT OF WELDS OTHER THAN THE FINAL POSTWELD HEAT TREATMENT
NC- 4650 HEAT TREATMENT AFTER BENDING OR FORMING FOR PIPE, PUMPS, AND VALVES
NC- 4660 HEAT TREATMENT OF ELECTROSLAG WELDS
NC- 4700 MECHANICAL JOINTS
NC- 4710 BOLTING AND THREADING
292 NC- 4720 BOLTING FLANGED JOINTS
NC- 4730 ELECTRICAL AND MECHANICAL PENETRATION ASSEMBLIES
FIG. NC-4730-1 PENETRATION ASSEMBLY
FIG. NC-4810(c)-1 PERMISSIBLE ATTACHMENT WELDS FOR BELLOWS
293 NC- 4800 EXPANSION JOINTS
NC- 4810 FABRICATION AND INSTALLATION RULES FOR BELLOWS EXPANSION JOINTS
294 ARTICLE NC- 5000 EXAMINATION
NC- 5100 GENERAL REQUIREMENTS FOR EXAMINATION
NC- 5110 PROCEDURE, QUALIFICATION, AND EVALUATION
NC- 5120 TIME OF EXAMINATION OF WELDS AND WELD METAL CLADDING
295 NC- 5130 EXAMINATION OF WELD EDGE PREPARATION SURFACES
TABLE NC-5111-1THICKNESS, IQI DESIGNATIONS, AND ESSENTIAL HOLES, AND WIRE DIAMETERS
296 NC- 5140 EXAMINATION OF OPENINGS CUT IN VESSELS DESIGNED TO NC- 3200
NC- 5200 EXAMINATION OF WELDS2
NC- 5210 CATEGORY A VESSEL WELDED JOINTS AND LONGITUDINAL WELDED JOINTS IN PIPING, PUMPS, AND VALVES
NC- 5220 CATEGORY B VESSEL WELDED JOINTS AND CIRCUMFERENTIAL WELDED JOINTS IN PIPING, PUMPS, AND VALVES
NC- 5230 CATEGORY C VESSEL WELDED JOINTS AND SIMILAR WELDED JOINTS IN OTHER COMPONENTS
NC- 5240 CATEGORY D VESSEL WELDED JOINTS AND SIMILAR WELDED JOINTS IN OTHER COMPONENTS
297 NC- 5250 EXAMINATION OF WELDS FOR VESSELS DESIGNED TO NC- 3200 NC- 5251 Category A Welded Joints
NC- 5260 FILLET, PARTIAL PENETRATION, SOCKET, AND ATTACHMENT WELDS
NC- 5270 SPECIAL WELDS
298 NC- 5280 WELD JOINTS IN STORAGE TANKS
299 NC- 5300 ACCEPTANCE STANDARDS
NC- 5320 RADIOGRAPHIC ACCEPTANCE STANDARDS
NC- 5330 ULTRASONIC ACCEPTANCE STANDARDS
NC- 5340 MAGNETIC PARTICLE ACCEPTANCE STANDARDS
NC- 5350 LIQUID PENETRANT ACCEPTANCE STANDARDS
300 NC- 5360 VISUAL ACCEPTANCE STANDARDS FOR BRAZED JOINTS
NC- 5380 GAS AND BUBBLE FORMATION TESTING
NC- 5400 FINAL EXAMINATION OF COMPONENTS
NC- 5410 EXAMINATION AFTER PRESSURE TESTING
NC- 5500 QUALIFICATIONS AND CERTIFICATION OF NONDESTRUCTIVE EXAMINATION PERSONNEL
NC- 5510 GENERAL REQUIREMENTS
NC- 5520 PERSONNEL QUALIFICATION, CERTIFICATION, AND VERIFICATION
301 NC- 5530 RECORDS
NC- 5700 EXAMINATION REQUIREMENTS FOR EXPANSION JOINTS
NC- 5720 BELLOWS EXPANSION JOINTS
303 ARTICLE NC- 6000 TESTING
NC- 6100 GENERAL REQUIREMENTS
NC- 6110 PRESSURE TESTING OF COMPONENTS, APPURTENANCES, AND SYSTEMS
304 NC- 6120 PREPARATION FOR TESTING
305 NC- 6200 HYDROSTATIC TESTS
NC- 6210 HYDROSTATIC TEST PROCEDURE
NC- 6220 HYDROSTATIC TEST PRESSURE REQUIREMENTS
NC- 6230 BELLOWS EXPANSION JOINTS
306 NC- 6240 PROVISION FOR EMBEDDED OR INACCESSIBLE WELDED JOINTS IN PIPING
NC- 6300 PNEUMATIC TESTS
NC- 6310 PNEUMATIC TESTING PROCEDURES
NC- 6320 PNEUMATIC TEST PRESSURE REQUIREMENTS
NC- 6330 BELLOWS EXPANSION JOINTS
307 NC- 6400 PRESSURE TEST GAGES
NC- 6410 REQUIREMENTS FOR PRESSURE TEST GAGES
NC- 6500 ATMOSPHERIC AND 0 psi TO 15 psi ( 0 kPa TO 100 kPa) STORAGE TANKS
NC- 6510 TESTING OF ATMOSPHERIC STORAGE TANKS
NC- 6520 TESTING OF 0 psi TO 15 psi ( 0 kPa TO 100 kPa) STORAGE TANKS
308 NC- 6530 TEST GAGES
309 NC- 6600 SPECIAL TEST PRESSURE SITUATIONS
NC- 6610 COMPONENTS DESIGNED FOR EXTERNAL PRESSURE
NC- 6620 PRESSURE TESTING OF COMBINATION UNITS
NC- 6900 PROOF TESTS TO ESTABLISH DESIGN PRESSURE
NC- 6910 GENERAL REQUIREMENTS
311 NC- 6920 PROCEDURES
313 NC- 6930 PROCEDURE FOR COMPONENTS HAVING CHAMBERS OF SPECIAL SHAPE SUBJECT TO COLLAPSE
314 ARTICLE NC- 7000 OVERPRESSURE PROTECTION
NC- 7100 GENERAL REQUIREMENTS
NC- 7110 SCOPE
NC- 7120 INTEGRATED OVERPRESSURE PROTECTION
NC- 7130 VERIFICATION OF THE OPERATION OF RECLOSING PRESSURE RELIEF DEVICES
NC- 7140 INSTALLATION
315 NC- 7150 ACCEPTABLE PRESSURE RELIEF DEVICES
NC- 7160 UNACCEPTABLE PRESSURE RELIEF DEVICES
NC- 7170 PERMITTED USE OF PRESSURE RELIEF DEVICES
316 NC- 7200 OVERPRESSURE PROTECTION REPORT
NC- 7210 RESPONSIBILITY FOR REPORT
NC- 7220 CONTENT OF REPORT
317 NC- 7230 CERTIFICATION OF REPORT
NC- 7240 REVIEW OF REPORT AFTER INSTALLATION
NC- 7250 FILING OF REPORT
NC- 7300 RELIEVING CAPACITY REQUIREMENTS
NC- 7310 EXPECTED SYSTEM PRESSURE TRANSIENT CONDITIONS
318 NC- 7320 UNEXPECTED SYSTEM EXCESS PRESSURE TRANSIENT CONDITIONS
NC- 7330 SYSTEM FAULTED CONDITIONS
NC- 7400 SET PRESSURES OF PRESSURE RELIEF DEVICES
NC- 7410 SET PRESSURE LIMITATIONS FOR EXPECTED SYSTEM PRESSURE TRANSIENT CONDITIONS
NC- 7420 SET PRESSURE LIMITATION FOR UNEXPECTED SYSTEM EXCESS PRESSURE TRANSIENT CONDITIONS
319 NC- 7500 OPERATING AND DESIGN REQUIREMENTS FOR PRESSURE AND VACUUM RELIEF VALVES
NC- 7510 SAFETY, SAFETY RELIEF, AND RELIEF VALVES
320 NC- 7520 PILOT OPERATED PRESSURE RELIEF VALVES
321 NC- 7530 POWER ACTUATED PRESSURE RELIEF VALVES
322 NC- 7540 SAFETY VALVES WITH AUXILIARY ACTUATING DEVICES
323 NC- 7550 VACUUM RELIEF VALVES
NC- 7560 ALTERNATIVE TEST MEDIA
NC- 7600 NONRECLOSING PRESSURE RELIEF DEVICES
NC- 7610 RUPTURE DISK DEVICES
324 NC- 7620 INSTALLATION REQUIREMENTS
325 NC- 7700 CERTIFICATION
NC- 7710 RESPONSIBILITY FOR CERTIFICATION OF PRESSURE AND VACUUM RELIEF VALVES
NC- 7720 RESPONSIBILITY FOR CERTIFICATION OF NONRECLOSING PRESSURE RELIEF DEVICES
NC- 7730 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES — COMPRESSIBLE FLUIDS
328 FIGURES
FIG. NC-7734.2(a)-1 VALUES OF F FOR NONCHOKING FLOW
329 NC- 7740 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES — INCOMPRESSIBLE FLUIDS
331 NC- 7750 CAPACITY CERTIFICATION OF VACUUM RELIEF VALVES
333 FIG. NC-7754.2(a)-1 VALUES OF F FOR NONCHOKING FLOW
334 NC- 7760 CAPACITY DETERMINATION OF RUPTURE DISK DEVICES
335 NC- 7800 MARKING, STAMPING, AND DATA REPORTS
NC- 7810 PRESSURE AND VACUUM RELIEF VALVES
336 NC- 7820 RUPTURE DISK DEVICES
NC- 7830 PRESSURE RELIEF VALVE IN COMBINATION WITH RUPTURE DISK DEVICES
NC- 7840 CERTIFICATE OF AUTHORIZATION TO USE CODE SYMBOL STAMP
337 ARTICLE NC- 8000 NAMEPLATES, STAMPING, AND REPORTS
NC- 8100 GENERAL REQUIREMENTS

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