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| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 5<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | LIST OF SECTIONS <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | STATEMENT OF POLICY <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | PERSONNEL <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | ORGANIZATION OF SECTION III <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | LIST OF CHANGES IN RECORD NUMBER ORDER <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | ARTICLE NC- 1000 INTRODUCTION NC- 1100 SCOPE NC- 1120 TEMPERATURE LIMITS NC- 1130 BOUNDARIES OF JURISDICTION APPLICABLE TO THIS SUBSECTION <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | FIGURES FIG. NC-1132.2-1 ATTACHMENTS IN THE COMPONENT SUPPORT LOAD PATH THAT DO NOT PERFORM APRESSURE RETAINING FUNCTION <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | FIG. NC-1132.2-2 ATTACHMENTS THAT DO NOT PERFORM A PRESSURE RETAINING FUNCTION AND ARE NOTIN THE COMPONENT SUPPORT LOAD PATH (NONSTRUCTURAL ATTACHMENTS) <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | FIG. NC-1132.2-3 ATTACHMENTS THAT PERFORM A PRESSURE RETAINING FUNCTION <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | ARTICLE NC- 2000 MATERIAL NC- 2100 GENERAL REQUIREMENTS FOR MATERIAL NC- 2110 SCOPE OF PRINCIPAL TERMS EMPLOYED NC- 2120 PRESSURE RETAINING MATERIAL <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | NC-2220 PROCEDURE FOR OBTAINING TESTCOUPONS AND SPECIMENS FORQUENCHED AND TEMPEREDMATERIAL <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | NC- 2300 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIAL NC- 2310 MATERIAL TO BE IMPACT TESTED TABLES TABLE NC-2311(a)-1EXEMPTIONS FROM IMPACT TTESTING \nUNDER NC-2311(a)(8) <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | NC- 2320 IMPACT TEST PROCEDURES NC- 2330 TEST REQUIREMENTS AND ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | NC- 2340 NUMBER OF IMPACT TESTS REQUIRED TABLE NC-2332.1-1REQUIRED Cv LATERAL EXPANSION VALUESFOR PRESSURE RETAINING MATERIALOTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | NC- 2360 CALIBRATION OF INSTRUMENTS AND EQUIPMENT NC- 2400 WELDING MATERIAL NC- 2410 GENERAL REQUIREMENTS NC- 2420 REQUIRED TESTS <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | NC- 2430 WELD METAL TESTS NC- 2431 Mechanical Properties Test <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | TABLE NC-2432.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS TABLE NC-2432.2-1WELDING MATERIAL CHEMICAL ANALYSIS <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | NC- 2530 EXAMINATION AND REPAIR OF PLATE NC- 2540 EXAMINATION AND REPAIR OF FORGINGS AND BARS <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | NC- 2550 EXAMINATION AND REPAIR OF SEAMLESS AND WELDED ( WITHOUT FILLER METAL) TUBULAR PRODUCTS AND FITTINGS <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | TABLE NC-2571-1REQUIRED EXAMINATIONS <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | FIG. NC-2575.2-1 TYPICAL PRESSURE RETAINING PARTS OF PUMPS AND VALVES <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | ARTICLE NC- 3000 DESIGN NC- 3100 GENERAL DESIGN NC- 3110 LOADING CRITERIA <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | NC- 3120 SPECIAL CONSIDERATIONS NC- 3130 GENERAL DESIGN RULES <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | FIGURES FIG. NC-3133.8-1 CHART FOR DETERMINING WALL THICKNESS OF TUBES UNDER EXTERNAL PRESSURE <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | NC- 3200 ALTERNATIVE DESIGN RULES FOR VESSELS NC- 3210 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | TABLES TABLE NC-3215.1(a)-1PRESSURE AND TEMPERATURE RELATIONSHIPS <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | TABLE NC-3217-1STRESS INTENSITY k FACTORS FOR DESIGNAND SERVICE LOAD COMBINATIONS <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | NC- 3220 DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | FIG. NC-3224.6-1 DESIGN CURVES FOR TORISPHERICAL HEADS AND 2:1 ELLIPSOIDAL HEADS FOR USE WITHNC-3224.8 AND NC-3224.6 <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | FIG. NC-3224.13(b)(6)(a)-1 INHERENT REINFORCEMENT FOR LARGE END OF CONE-CYLINDER JUNCTION <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | FIG. NC-3224.13(b)(6)(b)-1 VALUES FOR Q FOR LARGE END OF CONE-CYLINDER JUNCTION <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | FIG. NC-3224.13(c)(6)(a)-1 INHERENT REINFORCEMENT FOR SMALL END OF CONE-CYLINDER JUNCTION <\/td>\n<\/tr>\n | ||||||
| 90<\/td>\n | FIG. NC-3224.13(c)(6)(b)-1 VALUES FOR Q FOR SMALL END OF CONE-CYLINDER JUNCTION <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | FIG. NC-3224.13(d)-1 CONE-CYLINDER JUNCTION AT SMALL END TREATED AS OPENING <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | NC- 3230 OPENINGS AND THEIR REINFORCEMENT <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | FIG. NC-3225-1 TYPICAL FLAT HEADS AND SUPPORTED AND UNSUPPORTED TUBESHEETS WITH HUBS <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | FIG. NC-3225-2 SOME ACCEPTABLE TYPES OF UNSTAYED FLAT HEADS AND COVERS <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | FIG. NC-3234.2(a)-1 NOZZLE NOMENCLATURE AND DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | FIG. NC-3239.1(b)-1 EXAMPLES OF ACCEPTABLE TRANSITION DETAILS TABLE NC-3239.3(a)-1REQUIRED MINIMUM REINFORCING AREA, <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | FIG. NC-3239.4-1 LIMITS OF REINFORCING ZONE TABLE NC-3239.7-1STRESS INDICES FOR INTERNALPRESSURE LOADING <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | NC- 3240 VESSELS UNDER EXTERNAL PRESSURE <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | NC- 3250 WELDED JOINTS <\/td>\n<\/tr>\n | ||||||
| 106<\/td>\n | NC- 3260 SPECIAL VESSEL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | TABLE NC-3266-1MINIMUM NUMBER OF PIPE THREADSFOR CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | NC- 3300 VESSEL DESIGN NC- 3310 GENERAL REQUIREMENTS NC- 3320 DESIGN CONSIDERATIONS TABLE NC-3321-1STRESS LIMITS FOR DESIGNAND SERVICE LOADINGS <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | TABLE NC-3321-2CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | TABLE NC-3324.2-1VALUES OF FACTOR K <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | FIG. NC-3324.2-1 PRINCIPAL DIMENSIONS OF TYPICAL HEADS <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | TABLE NC-3324.8(b)-1VALUES OF FACTOR M TABLE NC-3324.11(b)(2)-1VALUES OF \ufffd FOR JUNCTIONS AT THE LARGE CYLINDER FOR \ufffd \u2264 30 deg TABLE NC-3324.11(b)(3)-1VALUES OF \ufffd FOR JUNCTIONS AT THE SMALL CYLINDER FOR \ufffd \u2264 30 deg <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | FIG. NC-3324.11(a)(6)-1 LARGE HEAD OPENINGS, REVERSE CURVE, AND CONICAL SHELL REDUCER SECTIONS <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | FIG. NC-3325-1 SOME ACCEPTABLE TYPES OF UNSTAYED FLAT HEADS AND COVERS <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | FIG. NC-3326.1-1 SPHERICALLY DISHED COVERSWITH BOLTING FLANGES <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | FIG. NC-3329(d)-2 DIAGRAM FOR DETERMINING THE EFFICIENCY OF LONGITUDINAL AND DIAGONALLIGAMENTS BETWEEN OPENINGS IN CYLINDRICAL SHELLS <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | FIG. NC-3329(g)-1 DIAGRAM FOR DETERMINING EQUIVALENT LONGITUDINAL EFFICIENCYOF DIAGONAL LIGAMENTS <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | FIG. NC-3332.2-1 CHART FOR DETERMININGTHE VALUE OF F <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | TABLE NC-3332.2-1VALUES OF SPHERICAL RADIUS FACTOR K1Equivalent Spherical Radius p K1D;D\/2h p Axis Ratio;Interpolation Permitted for Intermediate Values <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | FIG. NC-3351-1 WELDED JOINT LOCATIONS TYPICAL OF CATEGORIES A, B, C, AND D <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | FIG. NC-3352-1 TYPICAL BUTT JOINTS <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | NC- 3360 SPECIAL VESSEL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | FIG. NC-3361-1 BUTT WELDING OF SECTIONS OF UNEQUAL THICKNESSES <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | NC- 3400 PUMP DESIGN NC- 3410 GENERAL REQUIREMENTS FOR CENTRIFUGAL PUMPS <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | NC- 3432 Flanged Connections FIG. NC-3433.4-1 MINIMUM TANGENTIALINLET AND OUTLET WALL THICKNESS <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | NC- 3440 DESIGN OF SPECIFIC PUMP TYPES FIG. NC-3441.1-1 TYPE A PUMP FIG. NC-3441.1-2 TYPE A PUMP <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 144<\/td>\n | FIG. NC-3441.3-2 TYPE C PUMP <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 146<\/td>\n | FIG. NC-3441.7(c)-1 AXIALLY SPLIT CASING, VOLUTE PUMP, TYPE G <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 149<\/td>\n | FIG. NC-3441.8-1 LONGITUDINAL SECTIONTHROUGH TYPE H PUMP FIG. NC-3441.8-2 TRANSVERSE SECTIONTHROUGH TYPE H PUMP <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | FIG. NC-3441.9-1 TYPE K PUMP <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | FIG. NC-3441.9-2 TYPE K PUMP <\/td>\n<\/tr>\n | ||||||
| 152<\/td>\n | NC- 3450 DESIGN OF CLASS 2 RECIPROCATING PUMPS <\/td>\n<\/tr>\n | ||||||
| 153<\/td>\n | FIG. NC-3441.10-1 TYPE N P <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | NC- 3500 VALVE DESIGN NC- 3510 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | FIG. NC-3451(a)-1 HORIZONTAL SINGLE-ACTING POWER PUMP LIQUID ENDS <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | NC- 3520 LEVELS B, C, AND D SERVICE LIMITS NC- 3530 GENERAL RULES <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | FIG. NC-3521-1 TYPICAL SECTIONS OF VALVE BODIES <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | FIG. NC-3591.1-1 TYPICAL PRESSURE RELIEF DEVICES <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | FIG. NC-3591.1-2 TYPICAL PRESSURE RELIEF DEVICES <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | TABLE NC-3592.2(b)-1CLASS 2 PRESSURE RELIEF DEVICES:LEVELS B, C, AND D SERVICE LOADINGS <\/td>\n<\/tr>\n | ||||||
| 163<\/td>\n | NC- 3600 PIPING DESIGN NC- 3610 GENERAL REQUIREMENTS FIG. NC-3595.3-1 VALVE NOZZLE <\/td>\n<\/tr>\n | ||||||
| 164<\/td>\n | TABLE NC-3611.2(e)-1STRESS RANGE REDUCTION FACTORS <\/td>\n<\/tr>\n | ||||||
| 166<\/td>\n | NC- 3620 DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
| 167<\/td>\n | FIG. NC-3622-1 EXAMPLES OF REVERSING AND NONREVERSING DYNAMIC LOADS <\/td>\n<\/tr>\n | ||||||
| 168<\/td>\n | NC- 3640 PRESSURE DESIGN OF PIPING PRODUCTS <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | TABLE NC-3641.1(a)-1VALUES OF A TABLE NC-3642.1(c)-1MINIMUM THICKNESS FOR BENDING <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | FIG. NC-3643.2(b)-1 TYPICAL WELDED BRANCH CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 172<\/td>\n | FIG. NC-3643.2(b)-2 TYPICAL RIGHT ANGLE BRANCH CONNECTIONSMADE USING A FILLET WELD OR A PARTIAL PENETRATION WELD <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | FIG. NC-3643.3(c)(1)-1 REINFORCEMENT OF BRANCH CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 174<\/td>\n | FIG. NC-3643.3(c)(1)-2 SOME REPRESENTATIVE CONFIGURATIONS DESCRIBINGTHE te REINFORCEMENT DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 177<\/td>\n | FIG. NC-3643.4(a)-1 REINFORCED EXTRUDED OUTLETS <\/td>\n<\/tr>\n | ||||||
| 179<\/td>\n | FIG. NC-3647.2-1 TYPES OF PERMANENT BLANKS <\/td>\n<\/tr>\n | ||||||
| 183<\/td>\n | NC- 3650 ANALYSIS OF PIPING DESIGNS <\/td>\n<\/tr>\n | ||||||
| 185<\/td>\n | FIG. NC-3653.3-1 REDUCING OR FULL OUTLETBRANCH CONNECTIONS OR TEES <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | FIG. NC-3673.2(b)-1 STRESS INDICES, FLEXIBILITY, AND STRESS INTENSIFICATION FACTORS [NOTES (1), (2), AND (3)] <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | NC- 3690 DIMENSIONAL REQUIREMENTS FOR PIPING PRODUCTS NC- 3691 Standard Piping Products NC- 3700 ELECTRICAL AND MECHANICAL PENETRATION ASSEMBLIES NC- 3720 DESIGN RULES <\/td>\n<\/tr>\n | ||||||
| 198<\/td>\n | NC- 3800 DESIGN OF ATMOSPHERIC STORAGE TANKS NC- 3810 GENERAL REQUIREMENTS NC- 3820 DESIGN CONSIDERATIONS TABLE NC-3821.5-1DESIGN AND SERVICE LIMITS <\/td>\n<\/tr>\n | ||||||
| 199<\/td>\n | NC- 3830 BOTTOM DESIGN NC- 3831 Plate Sizes NC- 3840 SHELL DESIGN NC- 3841 Loads NC- 3850 ROOF DESIGN NC- 3851 Types of Roofs <\/td>\n<\/tr>\n | ||||||
| 203<\/td>\n | NC- 3860 TANK CONNECTIONS AND APPURTENANCES NC- 3861 Roof Manholes <\/td>\n<\/tr>\n | ||||||
| 207<\/td>\n | TABLE NC-3863-1WELDED BOTTOM OUTLET ELBOW TABLE NC-3865-1PLATFORMS AND WALKWAYS TABLE NC-3865-2STAIRWAYS <\/td>\n<\/tr>\n | ||||||
| 208<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 209<\/td>\n | TABLE NC-3921.6-1DESIGN AND SERVICE LIMITS FOR STEEL TANKS <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | NC- 3930 DESIGN PROCEDURE NC- 3931 Design of Tank Walls <\/td>\n<\/tr>\n | ||||||
| 214<\/td>\n | TABLE NC-3923.1-1MAXIMUM ALLOWABLE STRESS VALUES FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | FIG. NC-3932.1-1 SOME TYPICAL FREE BODY DIAGRAMS FOR CERTAIN SHAPES OF TANKS <\/td>\n<\/tr>\n | ||||||
| 219<\/td>\n | TABLE NC-3932.2(d)-1FACTORS FOR DETERMINING VALUES OF R1 ANDR2 FOR 2:1 ELLIPSOIDAL ROOFS AND BOTTOMS <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | FIG. NC-3933.4(a)-1 COMPRESSION RING REGION <\/td>\n<\/tr>\n | ||||||
| 225<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | 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 \u2264 300\u00b0F <\/td>\n<\/tr>\n | ||||||
| 229<\/td>\n | 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 \u2264 150\u00b0C <\/td>\n<\/tr>\n | ||||||
| 230<\/td>\n | 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 \u2264 300\u00b0F <\/td>\n<\/tr>\n | ||||||
| 231<\/td>\n | 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 \u2264 150\u00b0C <\/td>\n<\/tr>\n | ||||||
| 232<\/td>\n | 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 \u2264 300\u00b0F <\/td>\n<\/tr>\n | ||||||
| 233<\/td>\n | 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 \u2264 150\u00b0C <\/td>\n<\/tr>\n | ||||||
| 234<\/td>\n | 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 \u2264 300\u00b0F <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | 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 \u2264 150\u00b0C <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | 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 \u2264 300\u00b0F <\/td>\n<\/tr>\n | ||||||
| 237<\/td>\n | 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 \u2264 150\u00b0C <\/td>\n<\/tr>\n | ||||||
| 238<\/td>\n | 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 \u2264 300\u00b0F <\/td>\n<\/tr>\n | ||||||
| 239<\/td>\n | 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 \u2264 150\u00b0C <\/td>\n<\/tr>\n | ||||||
| 240<\/td>\n | FIG. NC-3947-1 MERIDIONAL STRAIGHTNESS TOLERANC <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | ARTICLE NC- 4000 FABRICATION AND INSTALLATION NC- 4100 GENERAL REQUIREMENTS NC- 4110 INTRODUCTION NC- 4120 CERTIFICATION OF MATERIALS AND FABRICATION BY COMPONENT CERTIFICATE HOLDER <\/td>\n<\/tr>\n | ||||||
| 242<\/td>\n | NC- 4130 REPAIR OF MATERIAL NC- 4200 FORMING, CUTTING, AND ALIGNING NC- 4210 CUTTING, FORMING, AND BENDING <\/td>\n<\/tr>\n | ||||||
| 243<\/td>\n | NC- 4220 FORMING TOLERANCES <\/td>\n<\/tr>\n | ||||||
| 244<\/td>\n | FIGURES FIG. NC-4221.1-1 MAXIMUM DIFFERENCE INCROSS-SECTIONAL DIAMETERS <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | FIG. NC-4221.2(a)-1 MAXIMUM PERMISSIBLE DEVIATION e FROM A TRUE CIRCULAR FORM <\/td>\n<\/tr>\n | ||||||
| 246<\/td>\n | NC- 4230 FITTING AND ALIGNING FIG. NC-4221.2(a)-2 MAXIMUM ARC LENGTH FOR DETERMINING PLUS OR MINUS DEVIATION <\/td>\n<\/tr>\n | ||||||
| 247<\/td>\n | NC- 4240 REQUIREMENTS FOR WELD JOINTS IN COMPONENTS TABLES TABLE NC-4232(a)-1MAXIMUM ALLOWABLE OFFSET INFINAL WELDED JOINTS <\/td>\n<\/tr>\n | ||||||
| 250<\/td>\n | FIG. NC-4243-2 ATTACHMENT OF PRESSURE PARTS TO PLATES TO FORM A CORNER JOINT <\/td>\n<\/tr>\n | ||||||
| 252<\/td>\n | FIG. NC-4243.1-1 TYPICAL FLAT HEADS AND SUPPORTEDAND UNSUPPORTED TUBESHEET WITH HUBS <\/td>\n<\/tr>\n | ||||||
| 254<\/td>\n | FIG. NC-4244(b)-1 NOZZLES, BRANCH, AND PIPING CONNECTIONS JOINED BYFULL PENETRATION CORNER WELDS <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | FIG. NC-4244(d)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES,BRANCH, AND PIPING CONNECTIONS <\/td>\n<\/tr>\n | ||||||
| 257<\/td>\n | FIG. NC-4244(e)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | FIG. NC-4246.1(a)-1 TYPICAL BOTTOM AND BOTTOM-TO-SHELL JOINTS <\/td>\n<\/tr>\n | ||||||
| 260<\/td>\n | FIG. NC-4246.3-1 TYPICAL ROOF AND ROOF-TO-SHELL JOINTS <\/td>\n<\/tr>\n | ||||||
| 264<\/td>\n | FIG. NC-4250-1 WELDING END TRANSITIONS MAXIMUM ENVELOPE <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | FIG. NC-4265-1 ACCEPTABLE FULL PENETRATION DETAILS TO FORM A CORNER JOINT <\/td>\n<\/tr>\n | ||||||
| 268<\/td>\n | FIG. NC-4266(b)-1 FULL PENETRATION CORNER WELDED ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 271<\/td>\n | FIG. NC-4267-1 ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 272<\/td>\n | NC- 4320 WELDING QUALIFICATIONS, RECORDS, AND IDENTIFYING STAMPS <\/td>\n<\/tr>\n | ||||||
| 273<\/td>\n | NC- 4324 Transferring Qualifications NC- 4330 GENERAL REQUIREMENTS FOR WELDING PROCEDURE QUALIFICATION TESTS <\/td>\n<\/tr>\n | ||||||
| 276<\/td>\n | NC- 4350 SPECIAL QUALIFICATION REQUIREMENTS FOR TUBE- TO-TUBESHEET WELDS NC- 4360 QUALIFICATION REQUIREMENTS FOR WELDING SPECIALLY DESIGNED WELDED SEALS <\/td>\n<\/tr>\n | ||||||
| 277<\/td>\n | NC- 4400 RULES GOVERNING MAKING, EXAMINING, AND REPAIRING WELDS NC- 4410 PRECAUTIONS TO BE TAKEN BEFORE WELDING NC- 4420 RULES FOR MAKING WELDED JOINTS <\/td>\n<\/tr>\n | ||||||
| 279<\/td>\n | NC- 4430 WELDING OF ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | FIG. NC-4427-1 FILLET AND SOCKET WELD DETAILS AND DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 282<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 283<\/td>\n | NC- 4500 BRAZING NC- 4510 RULES FOR BRAZING NC- 4520 BRAZING QUALIFICATION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | FIG. NC-4511-1 BRAZED CONNECTIONS FOR APPURTENANCES AND PIPING <\/td>\n<\/tr>\n | ||||||
| 285<\/td>\n | 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, \u00b0F (\u00b0C) <\/td>\n<\/tr>\n | ||||||
| 287<\/td>\n | TABLE NC-4622.1-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT OF WELDS <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | TABLE NC-4622.4(c)-1ALTERNATIVE HOLDINGTEMPERATURES AND TIMES <\/td>\n<\/tr>\n | ||||||
| 289<\/td>\n | TABLE NC-4622.7(b)-1EXEMPTIONS TO MANDATORY PWHT <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 293<\/td>\n | NC- 4800 EXPANSION JOINTS NC- 4810 FABRICATION AND INSTALLATION RULES FOR BELLOWS EXPANSION JOINTS <\/td>\n<\/tr>\n | ||||||
| 294<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 295<\/td>\n | NC- 5130 EXAMINATION OF WELD EDGE PREPARATION SURFACES TABLE NC-5111-1THICKNESS, IQI DESIGNATIONS, AND ESSENTIAL HOLES, AND WIRE DIAMETERS <\/td>\n<\/tr>\n | ||||||
| 296<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 297<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 298<\/td>\n | NC- 5280 WELD JOINTS IN STORAGE TANKS <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 300<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 301<\/td>\n | NC- 5530 RECORDS NC- 5700 EXAMINATION REQUIREMENTS FOR EXPANSION JOINTS NC- 5720 BELLOWS EXPANSION JOINTS <\/td>\n<\/tr>\n | ||||||
| 303<\/td>\n | ARTICLE NC- 6000 TESTING NC- 6100 GENERAL REQUIREMENTS NC- 6110 PRESSURE TESTING OF COMPONENTS, APPURTENANCES, AND SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 304<\/td>\n | NC- 6120 PREPARATION FOR TESTING <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | NC- 6200 HYDROSTATIC TESTS NC- 6210 HYDROSTATIC TEST PROCEDURE NC- 6220 HYDROSTATIC TEST PRESSURE REQUIREMENTS NC- 6230 BELLOWS EXPANSION JOINTS <\/td>\n<\/tr>\n | ||||||
| 306<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 307<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | NC- 6530 TEST GAGES <\/td>\n<\/tr>\n | ||||||
| 309<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 311<\/td>\n | NC- 6920 PROCEDURES <\/td>\n<\/tr>\n | ||||||
| 313<\/td>\n | NC- 6930 PROCEDURE FOR COMPONENTS HAVING CHAMBERS OF SPECIAL SHAPE SUBJECT TO COLLAPSE <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | NC- 7150 ACCEPTABLE PRESSURE RELIEF DEVICES NC- 7160 UNACCEPTABLE PRESSURE RELIEF DEVICES NC- 7170 PERMITTED USE OF PRESSURE RELIEF DEVICES <\/td>\n<\/tr>\n | ||||||
| 316<\/td>\n | NC- 7200 OVERPRESSURE PROTECTION REPORT NC- 7210 RESPONSIBILITY FOR REPORT NC- 7220 CONTENT OF REPORT <\/td>\n<\/tr>\n | ||||||
| 317<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 318<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 319<\/td>\n | NC- 7500 OPERATING AND DESIGN REQUIREMENTS FOR PRESSURE AND VACUUM RELIEF VALVES NC- 7510 SAFETY, SAFETY RELIEF, AND RELIEF VALVES <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | NC- 7520 PILOT OPERATED PRESSURE RELIEF VALVES <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | NC- 7530 POWER ACTUATED PRESSURE RELIEF VALVES <\/td>\n<\/tr>\n | ||||||
| 322<\/td>\n | NC- 7540 SAFETY VALVES WITH AUXILIARY ACTUATING DEVICES <\/td>\n<\/tr>\n | ||||||
| 323<\/td>\n | NC- 7550 VACUUM RELIEF VALVES NC- 7560 ALTERNATIVE TEST MEDIA NC- 7600 NONRECLOSING PRESSURE RELIEF DEVICES NC- 7610 RUPTURE DISK DEVICES <\/td>\n<\/tr>\n | ||||||
| 324<\/td>\n | NC- 7620 INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | 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 \u2014 COMPRESSIBLE FLUIDS <\/td>\n<\/tr>\n | ||||||
| 328<\/td>\n | FIGURES FIG. NC-7734.2(a)-1 VALUES OF F FOR NONCHOKING FLOW <\/td>\n<\/tr>\n | ||||||
| 329<\/td>\n | NC- 7740 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES \u2014 INCOMPRESSIBLE FLUIDS <\/td>\n<\/tr>\n | ||||||
| 331<\/td>\n | NC- 7750 CAPACITY CERTIFICATION OF VACUUM RELIEF VALVES <\/td>\n<\/tr>\n | ||||||
| 333<\/td>\n | FIG. NC-7754.2(a)-1 VALUES OF F FOR NONCHOKING FLOW <\/td>\n<\/tr>\n | ||||||
| 334<\/td>\n | NC- 7760 CAPACITY DETERMINATION OF RUPTURE DISK DEVICES <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | NC- 7800 MARKING, STAMPING, AND DATA REPORTS NC- 7810 PRESSURE AND VACUUM RELIEF VALVES <\/td>\n<\/tr>\n | ||||||
| 336<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | ARTICLE NC- 8000 NAMEPLATES, STAMPING, AND REPORTS NC- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME BPVC – III – 1 – NC -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NC, Class 2 Component<\/b><\/p>\n |