{"id":363279,"date":"2024-10-20T01:44:43","date_gmt":"2024-10-20T01:44:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-nd-2010\/"},"modified":"2024-10-26T02:44:30","modified_gmt":"2024-10-26T02:44:30","slug":"asme-bpvc-iii-1-nd-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-nd-2010\/","title":{"rendered":"ASME BPVC III 1 ND 2010"},"content":{"rendered":"

None<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nCONTENTS <\/td>\n<\/tr>\n
17<\/td>\nFOREWORD <\/td>\n<\/tr>\n
19<\/td>\nSTATEMENT OF POLICY <\/td>\n<\/tr>\n
20<\/td>\nPERSONNEL <\/td>\n<\/tr>\n
32<\/td>\nORGANIZATION OF SECTION III <\/td>\n<\/tr>\n
34<\/td>\nSUMMARY OF CHANGES <\/td>\n<\/tr>\n
35<\/td>\nLIST OF CHANGES IN RECORD NUMBER ORDER <\/td>\n<\/tr>\n
37<\/td>\nARTICLE ND- 1000 INTRODUCTION
ND- 1100 SCOPE
ND- 1130 BOUNDARIES OF JURISDICTION APPLICABLE TO THIS SUBSECTION <\/td>\n<\/tr>\n
39<\/td>\nFIGURES
FIG. ND-1132.2-1 ATTACHMENTS IN THE COMPONENT SUPPORT LOAD PATHTHAT DO NOT PERFORM A PRESSURE RETAINING FUNCTION <\/td>\n<\/tr>\n
40<\/td>\nFIG. ND-1132.2-2 ATTACHMENTS THAT DO NOT PERFORM A PRESSURE RETAINING FUNCTION ANDARE NOT IN THE COMPONENT SUPPORT LOAD PATH (NONSTRUCTURAL ATTACHMENTS) <\/td>\n<\/tr>\n
41<\/td>\nFIG. ND-1132.2-3 ATTACHMENTS THAT PERFORM A PRESSURE RETAINING FUNCTION <\/td>\n<\/tr>\n
42<\/td>\nARTICLE 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 <\/td>\n<\/tr>\n
44<\/td>\nND- 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 <\/td>\n<\/tr>\n
45<\/td>\nND- 2190 NONPRESSURE- RETAINING MATERIAL
ND- 2200 MATERIAL TEST COUPONS AND SPECIMENS FOR FERRITIC STEEL MATERIAL
ND- 2210 HEAT TREATMENT REQUIREMENTS <\/td>\n<\/tr>\n
46<\/td>\nND- 2220 PROCEDURE FOR OBTAINING TEST COUPONS AND SPECIMENS FOR QUENCHED AND TEMPERED MATERIAL <\/td>\n<\/tr>\n
48<\/td>\nND- 2300 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIAL
ND- 2310 MATERIAL TO BE IMPACT TESTED <\/td>\n<\/tr>\n
49<\/td>\nND- 2320 IMPACT TEST PROCEDURES
ND- 2330 TEST REQUIREMENTS AND ACCEPTANCE STANDARDS
TABLES
TABLE ND-2311-1EXEMPTIONS FROM IMPACT TESTING UNDER ND-2311(a)(8) <\/td>\n<\/tr>\n
50<\/td>\nND- 2340 NUMBER OF IMPACT TESTS REQUIRED
TABLE ND-2331(a)-1REQUIRED Cv LATERAL EXPANSION VALUESFOR PRESSURE RETAINING MATERIAL(EXCEPT BOLTING) <\/td>\n<\/tr>\n
51<\/td>\nND- 2350 RETESTS
TABLE ND-2331(a)-2REQUIRED Cv ENERGY VALUES FOR PRESSURE RETAINING MATERIAL (EXCEPT BOLTING)
TABLE ND-2333-1REQUIRED Cv VALUES FORBOLTING MATERIAL <\/td>\n<\/tr>\n
52<\/td>\nND- 2360 CALIBRATION OF INSTRUMENTS AND EQUIPMENT
ND- 2400 WELDING MATERIAL
ND- 2410 GENERAL REQUIREMENTS
ND- 2420 REQUIRED TESTS <\/td>\n<\/tr>\n
53<\/td>\nND- 2430 WELD METAL TESTS ND- 2431 Mechanical Properties Test <\/td>\n<\/tr>\n
55<\/td>\nTABLE ND-2432.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS
TABLE ND-2432.2-1WELDING MATERIAL CHEMICAL ANALYSIS <\/td>\n<\/tr>\n
56<\/td>\nND- 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 <\/td>\n<\/tr>\n
57<\/td>\nND- 2530 EXAMINATION AND REPAIR OF PLATE
ND- 2540 EXAMINATION AND REPAIR OF FORGINGS AND BARS <\/td>\n<\/tr>\n
59<\/td>\nND- 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 <\/td>\n<\/tr>\n
60<\/td>\nND- 2570 EXAMINATION AND REPAIR OF STATICALLY AND CENTRIFUGALLY CAST PRODUCTS <\/td>\n<\/tr>\n
61<\/td>\nTABLE ND-2571-1REQUIRED EXAMINATIONS <\/td>\n<\/tr>\n
64<\/td>\nFIG. ND-2575.2-1 TYPICAL PRESSURE RETAINING PARTS OF PUMPS AND VALVES <\/td>\n<\/tr>\n
66<\/td>\nND- 2580 EXAMINATION OF BOLTS, STUDS, AND NUTS
ND- 2600 MATERIAL ORGANIZATIONS’ QUALITY SYSTEM PROGRAMS
ND- 2610 DOCUMENTATION AND MAINTENANCE OF QUALITY SYSTEM PROGRAMS <\/td>\n<\/tr>\n
67<\/td>\nND- 2700 DIMENSIONAL STANDARDS <\/td>\n<\/tr>\n
68<\/td>\nARTICLE ND- 3000 DESIGN
ND- 3100 GENERAL DESIGN
ND- 3110 LOADING CRITERIA <\/td>\n<\/tr>\n
69<\/td>\nND- 3120 SPECIAL CONSIDERATIONS
ND- 3130 GENERAL DESIGN RULES <\/td>\n<\/tr>\n
74<\/td>\nFIGURES
FIG. ND-3133.4-1 LENGTH L OF SOME TYPICAL CONICAL SECTIONS <\/td>\n<\/tr>\n
75<\/td>\nND- 3300 VESSEL DESIGN
ND- 3310 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
77<\/td>\nND- 3320 DESIGN CONSIDERATIONS
TABLES
TABLE ND-3321-1STRESS LIMITS FOR DESIGN ANDSERVICE LOADINGS <\/td>\n<\/tr>\n
79<\/td>\nTABLE ND-3321-2CLASSIFICATION OF STRESS IN VESSELS FOR SOME TYPICAL CA <\/td>\n<\/tr>\n
81<\/td>\nFIG. ND-3324.2-1 PRINCIPAL DIMENSIONS OF TYPICAL HEADS
TABLE ND-3324.2-1VALUES OF FACTOR K <\/td>\n<\/tr>\n
83<\/td>\nTABLE ND-3324.8(b)-1VALUES OF FACTOR M <\/td>\n<\/tr>\n
84<\/td>\nFIG. ND-3324.11(a)(6)-1 LARGE HEAD OPENINGS, REVERSE CURVE, ANDCONICAL SHELL REDUCER SECTIONS
TABLE ND-3324.11(b)(2)-1VALUES OF \ufffd FOR JUNCTIONS AT THELARGE CYLINDER FOR \ufffd \u2264 30 deg <\/td>\n<\/tr>\n
85<\/td>\nTABLE ND-3324.11(b)(3)-1VALUES OF \ufffd FOR JUNCTIONS AT THESMALL CYLINDER FOR \ufffd \u2264 30 deg <\/td>\n<\/tr>\n
87<\/td>\nFIG. 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 <\/td>\n<\/tr>\n
90<\/td>\nFIG. ND-3326.1-1 SPHERICALLY DISHED COVERS WITH BOLTING FLANGES <\/td>\n<\/tr>\n
92<\/td>\nFIG. ND-3329.1(e)-1 ACCEPTABLE PROPORTIONSFOR ENDS OR THROUGH STAYS <\/td>\n<\/tr>\n
95<\/td>\nFIG. ND-3329.6(d)-2 DIAGRAM FOR DETERMINING THE EFFICIENCY OF LONGITUDINAL AND DIAGONALLIGAMENTS BETWEEN OPENINGS IN CYLINDRICAL SHELLS <\/td>\n<\/tr>\n
96<\/td>\nFIG. ND-3329.6(g)-1 DIAGRAM FOR DETERMINING EQUIVALENT LONGITUDINALEFFICIENCY OF DIAGONAL LIGAMENTS <\/td>\n<\/tr>\n
97<\/td>\nND- 3330 OPENINGS AND REINFORCEMENT <\/td>\n<\/tr>\n
98<\/td>\nFIG. ND-3332.2-1 CHART FOR DETERMININGVALUE OF F
TABLE ND-3332.2-1VALUES OF SPHERICAL RADIUS FACTOR K1 <\/td>\n<\/tr>\n
101<\/td>\nFIG. ND-3335.2-1 ARRANGEMENT OF MULTIPLE OPENINGS <\/td>\n<\/tr>\n
103<\/td>\nFIG. ND-3351-1 WELDED JOINT LOCATIONS TYPICAL OF CATEGORIES A, B, C, AND D
FIG. ND-3352-1 TYPICAL BUTT JOINTS <\/td>\n<\/tr>\n
109<\/td>\nND- 3360 SPECIAL VESSEL REQUIREMENTS <\/td>\n<\/tr>\n
110<\/td>\nFIG. ND-3361.1-1 BUTT WELDING OF PLATES OF UNEQUAL THICKNESSES
TABLE ND-3361.3(a)-1MINIMUM NUMBER OF PIPE THREADS FORCONNECTIONS <\/td>\n<\/tr>\n
112<\/td>\nND- 3400 PUMP DESIGN
ND- 3410 GENERAL REQUIREMENTS FOR CENTRIFUGAL PUMPS <\/td>\n<\/tr>\n
113<\/td>\nND- 3420 DEFINITIONS
TABLE ND-3416-1STRESS AND PRESSURE LIMITS FOR DESIGN ANDSERVICE LOADINGS <\/td>\n<\/tr>\n
114<\/td>\nND- 3430 DESIGN REQUIREMENTS FOR CENTRIFUGAL PUMPS
FIG. ND-3423-1 TYPICAL SINGLEVOLUTE CASING
FIG. ND-3423-2 TYPICAL DOUBLEVOLUTE CASING <\/td>\n<\/tr>\n
115<\/td>\nFIG. ND-3433.4-1 MINIMUM TANGENTIALINLET AND OUTLET WALL THICKNESSES <\/td>\n<\/tr>\n
116<\/td>\nND- 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 <\/td>\n<\/tr>\n
117<\/td>\nFIG. ND-3441.1(a)-1 TYPE A PUMP
FIG. ND-3441.2-1 TYPE B PUMP
FIG. ND-3441.3-1 TYPE C PUMP <\/td>\n<\/tr>\n
118<\/td>\nFIG. ND-3441.3-2 TYPE C PUMP <\/td>\n<\/tr>\n
119<\/td>\nFIG. 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 <\/td>\n<\/tr>\n
120<\/td>\nFIG. ND-3441.7(a)-1 AXIALLY SPLITCASING, VOLUTE PUMP, TYPE G
FIG. ND-3441.7(a)-2 AXIALLY SPLITCASING, VOLUTE PUMP, TYPE G <\/td>\n<\/tr>\n
121<\/td>\nFIG. ND-3441.7(c)-1 AXIALLY SPLIT CASING, VOLUTE PUMP, TYPE GSection B \u2014 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 <\/td>\n<\/tr>\n
123<\/td>\nFIG. ND-3441.8-1 LONGITUDINAL SECTIONTHROUGH TYPE H PUMP
FIG. ND-3441.8-2 TRANSVERSE SECTIONTHROUGH TYPE H PUMP <\/td>\n<\/tr>\n
124<\/td>\nFIG. ND-3441.9-1 TYPE K PUMP <\/td>\n<\/tr>\n
125<\/td>\nFIG. ND-3441.9-2 TYPE K PUMP <\/td>\n<\/tr>\n
129<\/td>\nFIG. ND-3441.10-1 TYPE L PUMP <\/td>\n<\/tr>\n
131<\/td>\nFIG. ND-3441.10-2 TYPE L PUMP BOWL95 <\/td>\n<\/tr>\n
132<\/td>\nND- 3450 DESIGN OF CLASS 3 RECIPROCATING PUMPS <\/td>\n<\/tr>\n
133<\/td>\nFIG. ND-3451(a)-1 HORIZONTAL SINGLE-ACTING POWER PUMP LIQUID ENDS <\/td>\n<\/tr>\n
134<\/td>\nND- 3500 VALVE DESIGN
ND- 3510 GENERAL REQUIREMENTS ND- 3511 Design Specification19 <\/td>\n<\/tr>\n
135<\/td>\nND- 3520 LEVELS B, C, AND D SERVICE LIMITS ND- 3521 Design Requirements <\/td>\n<\/tr>\n
136<\/td>\nND- 3530 GENERAL RULES ND- 3531 Hydrostatic Tests
TABLE ND-3521-1LEVEL A, LEVEL B, LEVEL C, AND LEVEL DSERVICE LIMITS <\/td>\n<\/tr>\n
137<\/td>\nFIG. ND-3521-1 TYPICAL SECTIONS OF VALVE BODIES <\/td>\n<\/tr>\n
138<\/td>\nND- 3590 PRESSURE RELIEF VALVE DESIGN ND- 3591 Acceptability ND- 3591.1 General Requirements. <\/td>\n<\/tr>\n
139<\/td>\nFIG. ND-3591.1-1 TYPICAL PRESSURE RELIEF DEVICES <\/td>\n<\/tr>\n
140<\/td>\nFIG. ND-3591.1-2 TYPICAL PRESSURE RELIEF DEVICES104 <\/td>\n<\/tr>\n
141<\/td>\nTABLE ND-3592.2(b)-1CLASS 3 PRESSURE RELIEF DEVICES:LEVEL B, C, AND D SERVICE LOADINGS <\/td>\n<\/tr>\n
142<\/td>\nND- 3600 PIPING DESIGN
ND- 3610 GENERAL REQUIREMENTS
FIG. ND-3595.3-1 VALVE NOZZLE <\/td>\n<\/tr>\n
143<\/td>\nTABLE ND-3611.2(e)-1STRESS RANGE REDUCTION FACTORS <\/td>\n<\/tr>\n
145<\/td>\nND- 3620 DESIGN CONSIDERATIONS
TABLE ND-3613.4-1WELD JOINT EFFICIENCY FACTOR <\/td>\n<\/tr>\n
146<\/td>\nFIG. ND-3622-1 EXAMPLES OF REVERSING AND NONREVERSING DYNAMIC LOADS <\/td>\n<\/tr>\n
147<\/td>\nND- 3640 PRESSURE DESIGN OF PIPING PRODUCTS
TABLE ND-3641.1(a)-1VALUES OF A <\/td>\n<\/tr>\n
148<\/td>\nTABLE ND-3642.1(c)-1MINIMUM THICKNESS FOR BENDING <\/td>\n<\/tr>\n
150<\/td>\nFIG. ND-3643.2(b)-1 TYPICAL WELDED BRANCHCONNECTIONS <\/td>\n<\/tr>\n
151<\/td>\nFIG. ND-3643.2(b)-2 TYPICAL RIGHT ANGLE BRANCH CONNECTIONS MADE USING A FILLET WELD OR APARTIAL PENETRATION WELD <\/td>\n<\/tr>\n
152<\/td>\nFIG. ND-3643.3(c)(1)-1 REINFORCEMENT OF BRANCH CONNECTIONS <\/td>\n<\/tr>\n
155<\/td>\nFIG. ND-3643.4(a)-1 REINFORCED EXTRUDED OUTLETS <\/td>\n<\/tr>\n
158<\/td>\nFIG. ND-3647.2-1 TYPES OF PERMANENT BLANKS <\/td>\n<\/tr>\n
162<\/td>\nND- 3650 ANALYSIS OF PIPING SYSTEMS <\/td>\n<\/tr>\n
163<\/td>\nFIG. ND-3653.3-1 REDUCING OR FULL OUTLETBRANCH CONNECTIONS, OR TEES <\/td>\n<\/tr>\n
166<\/td>\nND- 3670 SPECIAL PIPING REQUIREMENTS <\/td>\n<\/tr>\n
170<\/td>\nTABLE ND-3673.2(b)-1STRESS INDICES, FLEXIBILITY, AND STRESS INTENSIFICATION FACTORS [NOTES (1), (2), (3)] <\/td>\n<\/tr>\n
176<\/td>\nND- 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 <\/td>\n<\/tr>\n
177<\/td>\nND- 3830 BOTTOM DESIGN
ND- 3840 SHELL DESIGN
TABLE ND-3821.5-1DESIGN AND SERVICE LIMITS <\/td>\n<\/tr>\n
178<\/td>\nND- 3850 ROOF DESIGN <\/td>\n<\/tr>\n
180<\/td>\nTABLE ND-3852.7-1ALLOWABLE TENSILE STRESSES FOR ROOF SUPPORTS <\/td>\n<\/tr>\n
181<\/td>\nTABLE ND-3852.7-2ALLOWABLE AXIAL COMPRESSION STRESSES FOR ROOF SUPPORTS <\/td>\n<\/tr>\n
183<\/td>\nTABLE ND-3852.7-3ALLOWABLE BENDING STRESSES FOR ROOF SUPPORTS <\/td>\n<\/tr>\n
185<\/td>\nTABLE ND-3852.7-4ALLOWABLE SHEAR STRESSES FOR ROOF SUPPORTS <\/td>\n<\/tr>\n
186<\/td>\nTABLE ND-3852.7-5ALLOWABLE SHEAR AND TENSION STRESSES FORBOLTS FOR ROOF SUPPORTS
TABLE ND-3852.7-6ALLOWABLE BEARING STRESSES FORBOLTS FOR ROOF SUPPORTS <\/td>\n<\/tr>\n
188<\/td>\nND- 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 <\/td>\n<\/tr>\n
193<\/td>\nTABLE ND-3865-1PLATFORMS AND WALKWAYS
TABLE ND-3865-2STAIRWAYS <\/td>\n<\/tr>\n
194<\/td>\nTABLE ND-3865-3STAIRWAY RISE, RUN, AND ANGLE RELATIONSHIPS
TABLE ND-3921.8-1DESIGN AND SERVICE LIMITSFOR STEEL TANKS <\/td>\n<\/tr>\n
199<\/td>\nTABLE ND-3923.1-1MAXIMUM ALLOWABLE STRESS VALUES FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
201<\/td>\nND- 3930 DESIGN PROCEDURE <\/td>\n<\/tr>\n
203<\/td>\nFIG. ND-3932.1-1 SOME TYPICAL FREE BODY DIAGRAMS FOR CERTAIN SHAPES OF TANKS <\/td>\n<\/tr>\n
204<\/td>\nTABLE ND-3932.2(d)-1FACTORS FOR DETERMINING VALUES OFR1 AND R2 FOR 2:1 ELLIPSOIDALROOFS AND BOTTOMS <\/td>\n<\/tr>\n
207<\/td>\nFIG. ND-3933.4(a)-1 COMPRESSION RING REG
FIG. ND-3933.4(a)-1 COMPRESSION RING REGION <\/td>\n<\/tr>\n
210<\/td>\nND- 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, \ufffd <\/td>\n<\/tr>\n
214<\/td>\nFIG. 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
215<\/td>\nFIG. 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
216<\/td>\nFIG. 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
217<\/td>\nFIG. 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
218<\/td>\nFIG. 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
219<\/td>\nFIG. 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
220<\/td>\nFIG. 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
221<\/td>\nFIG. 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
222<\/td>\nFIG. 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
223<\/td>\nFIG. 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\u00b0 <\/td>\n<\/tr>\n
224<\/td>\nFIG. 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
225<\/td>\nFIG. 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
226<\/td>\nARTICLE ND- 4000 FABRICATION AND INSTALLATION
ND- 4100 GENERAL REQUIREMENTS
ND- 4110 INTRODUCTION
ND- 4120 CERTIFICATION OF MATERIAL AND FABRICATION BY COMPONENT CERTIFICATE HOLDER <\/td>\n<\/tr>\n
227<\/td>\nND- 4130 REPAIR OF MATERIAL
ND- 4200 FORMING, FITTING, AND ALIGNING
ND- 4210 CUTTING, FORMING, AND BENDING <\/td>\n<\/tr>\n
228<\/td>\nND- 4220 FORMING TOLERANCES <\/td>\n<\/tr>\n
229<\/td>\nFIGURES
FIG. ND-4221.1-1 MAXIMUM DIFFERENCEIN CROSS-SECTIONAL DIAMETERS <\/td>\n<\/tr>\n
230<\/td>\nFIG. ND-4221.2(a)-1 MAXIMUM PERMISSIBLE DEVIATION e FROM A TRUE CIRCULAR FORM <\/td>\n<\/tr>\n
231<\/td>\nND- 4230 FITTING AND ALIGNING
FIG. ND-4221.2(a)-2 MAXIMUM ARC LENGTH FOR DETERMINING PLUS OR MINUS DEVIATION <\/td>\n<\/tr>\n
232<\/td>\nFIG. 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 <\/td>\n<\/tr>\n
233<\/td>\nND- 4240 REQUIREMENTS FOR WELD JOINTS IN COMPONENTS <\/td>\n<\/tr>\n
234<\/td>\nFIG. ND-4243-1 ATTACHMENT OF PRESSURE PARTS TO PLATES TO FORMA CORNER JOINT <\/td>\n<\/tr>\n
236<\/td>\nFIG. ND-4243.1-1 TYPICAL FLAT HEADS, AND SUPPORTED AND UNSUPPORTEDTUBESHEETS WITH HUBS <\/td>\n<\/tr>\n
237<\/td>\nFIG. ND-4244(a)-1 NOZZLES, AND BRANCH AND PIPING CONNECTIONS JOINED BY FULLPENETRATION BUTT WELDS <\/td>\n<\/tr>\n
238<\/td>\nFIG. ND-4244(b)-1 NOZZLES, AND BRANCH AND PIPING CONNECTIONS JOINED BYFULL PENETRATION CORNER WELDSFor Definition of Symbols, See ND-3352.4(b) <\/td>\n<\/tr>\n
241<\/td>\nFIG. ND-4244(d)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES, AND BRANCHAND PIPING CONNECTIONS <\/td>\n<\/tr>\n
242<\/td>\nFIG. ND-4244(e)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES <\/td>\n<\/tr>\n
244<\/td>\nFIG. ND-4244(f)-1 TUBE CONNECTIONS <\/td>\n<\/tr>\n
245<\/td>\nFIG. ND-4244(g)-1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES, AND BRANCHAND PIPING CONNECTIONS <\/td>\n<\/tr>\n
249<\/td>\nFIG. ND-4246.3-1 TYPICAL ROOF AND ROOF-TO-SHELL JOINTS <\/td>\n<\/tr>\n
252<\/td>\nND- 4250 WELDING END TRANSITIONS \u2014 MAXIMUM ENVELOPE
ND- 4300 WELDING QUALIFICATIONS
ND- 4310 GENERAL REQUIREMENTS
TABLE ND-4247.6(d)-1MINIMUM SIZE FOR FILLET WELDS <\/td>\n<\/tr>\n
253<\/td>\nFIG. ND-4250-1 WELDING END TRANSITIONS MAXIMUM ENVELOPE <\/td>\n<\/tr>\n
254<\/td>\nND- 4320 WELDING QUALIFICATIONS, RECORDS, AND IDENTIFYING STAMPS
ND- 4330 GENERAL REQUIREMENTS FOR WELDING PROCEDURE QUALIFICATION TESTS <\/td>\n<\/tr>\n
257<\/td>\nND- 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 <\/td>\n<\/tr>\n
258<\/td>\nND- 4430 WELDING OF ATTACHMENTS <\/td>\n<\/tr>\n
259<\/td>\nFIG. ND-4427-1 FILLET AND SOCKET WELD DETAILS AND DIMENSIONS <\/td>\n<\/tr>\n
261<\/td>\nND- 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 <\/td>\n<\/tr>\n
262<\/td>\nND- 4460 WELDED TEST PLATES
ND- 4470 WELDED STAYED CONSTRUCTION
ND- 4500 BRAZING
ND- 4510 RULES FOR BRAZING <\/td>\n<\/tr>\n
265<\/td>\nND- 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, \u00b0F (\u00b0C) <\/td>\n<\/tr>\n
266<\/td>\nND- 4620 POSTWELD HEAT TREATMENT <\/td>\n<\/tr>\n
267<\/td>\nTABLE ND-4622.1-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT OF WELDS <\/td>\n<\/tr>\n
268<\/td>\nTABLE ND-4622.4(c)-1ALTERNATIVE HOLDING TEMPERATURESAND TIMES <\/td>\n<\/tr>\n
269<\/td>\nTABLE ND-4622.7(b)-1EXEMPTIONS TO MANDATORY PWHT <\/td>\n<\/tr>\n
271<\/td>\nND- 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 <\/td>\n<\/tr>\n
272<\/td>\nND- 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 <\/td>\n<\/tr>\n
273<\/td>\nFIG. ND-4730-1 PENETRATION ASSEMBLY
FIG. ND-4810(c)-1 PERMISSIBLE ATTACHMENT WELDS FOR BELLOWS <\/td>\n<\/tr>\n
274<\/td>\nARTICLE 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 <\/td>\n<\/tr>\n
275<\/td>\nND- 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 <\/td>\n<\/tr>\n
276<\/td>\nND- 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 <\/td>\n<\/tr>\n
277<\/td>\nND- 5270 SPECIAL WELDS
ND- 5280 WELDED JOINTS IN STORAGE TANKS <\/td>\n<\/tr>\n
278<\/td>\nND- 5300 ACCEPTANCE STANDARDS
ND- 5320 RADIOGRAPHIC ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n
279<\/td>\nND- 5330 ULTRASONIC ACCEPTANCE STANDARDS
ND- 5340 MAGNETIC PARTICLE ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n
280<\/td>\nND- 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 <\/td>\n<\/tr>\n
281<\/td>\nND- 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 <\/td>\n<\/tr>\n
282<\/td>\nND- 5530 RECORDS
ND- 5700 EXAMINATION REQUIREMENTS FOR EXPANSION JOINTS
ND- 5720 BELLOWS EXPANSION JOINTS <\/td>\n<\/tr>\n
284<\/td>\nARTICLE ND- 6000 TESTING
ND- 6100 GENERAL REQUIREMENTS
ND- 6110 PRESSURE TESTING OF COMPONENTS, APPURTENANCES, AND SYSTEMS <\/td>\n<\/tr>\n
285<\/td>\nND- 6120 PREPARATION FOR TESTING <\/td>\n<\/tr>\n
286<\/td>\nND- 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 <\/td>\n<\/tr>\n
287<\/td>\nND- 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 <\/td>\n<\/tr>\n
288<\/td>\nND- 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 <\/td>\n<\/tr>\n
289<\/td>\nND- 6530 TEST GAGES <\/td>\n<\/tr>\n
290<\/td>\nND- 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 <\/td>\n<\/tr>\n
291<\/td>\nND- 6920 PROCEDURES <\/td>\n<\/tr>\n
294<\/td>\nND- 6930 PROCEDURE FOR COMPONENTS HAVING CHAMBERS OF SPECIAL SHAPE SUBJECT TO COLLAPSE <\/td>\n<\/tr>\n
295<\/td>\nARTICLE 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 <\/td>\n<\/tr>\n
296<\/td>\nND- 7150 ACCEPTABLE PRESSURE RELIEF DEVICES <\/td>\n<\/tr>\n
297<\/td>\nND- 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 <\/td>\n<\/tr>\n
298<\/td>\nND- 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 <\/td>\n<\/tr>\n
299<\/td>\nND- 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 <\/td>\n<\/tr>\n
301<\/td>\nND- 7520 PILOT OPERATED PRESSURE RELIEF VALVES <\/td>\n<\/tr>\n
302<\/td>\nND- 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 <\/td>\n<\/tr>\n
303<\/td>\nND- 7560 ALTERNATIVE TEST MEDIA
ND- 7600 NONRECLOSING PRESSURE RELIEF DEVICES
ND- 7610 RUPTURE DISK DEVICES ND- 7611 General Requirements <\/td>\n<\/tr>\n
304<\/td>\nND- 7620 INSTALLATION REQUIREMENTS
ND- 7700 CERTIFICATION
ND- 7710 RESPONSIBILITY FOR CERTIFICATION OF PRESSURE AND VACUUM RELIEF VALVES <\/td>\n<\/tr>\n
305<\/td>\nND- 7720 RESPONSIBILITY FOR CERTIFICATION OF NONRECLOSING PRESSURE RELIEF DEVICES
ND- 7730 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES \u2014 COMPRESSIBLE FLUIDS <\/td>\n<\/tr>\n
308<\/td>\nFIGURES
FIG. ND-7734.2(a)-1 VALUES OF F FOR NONCHOKING FLOW <\/td>\n<\/tr>\n
309<\/td>\nND- 7740 CAPACITY CERTIFICATION OF PRESSURE RELIEF VALVES \u2014 INCOMPRESSIBLE FLUIDS <\/td>\n<\/tr>\n
311<\/td>\nND- 7750 CAPACITY CERTIFICATION OF VACUUM RELIEF VALVES <\/td>\n<\/tr>\n
313<\/td>\nND- 7760 CAPACITY DETERMINATION OF RUPTURE DISK DEVICES
FIG. ND-7754.2(a)-1 VALUES OF F FOR NONCHOKING FLOW <\/td>\n<\/tr>\n
315<\/td>\nND- 7800 MARKING, STAMPING, AND DATA REPORTS
ND- 7810 PRESSURE AND VACUUM RELIEF VALVES <\/td>\n<\/tr>\n
316<\/td>\nND- 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 <\/td>\n<\/tr>\n
317<\/td>\nARTICLE ND- 8000 NAMEPLATES, STAMPING, AND REPORTS
ND- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – ND -2010 BPVC Section III, Rules for Constructions of Nuclear Facility Components, Division 1, Subsection ND, Class 3 Components<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2010<\/td>\n320<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363281,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363279","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/363279","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/363281"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363279"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363279"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363279"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}