{"id":363278,"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-2013\/"},"modified":"2024-10-26T02:44:29","modified_gmt":"2024-10-26T02:44:29","slug":"asme-bpvc-iii-1-nd-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-nd-2013\/","title":{"rendered":"ASME BPVC III 1 ND 2013"},"content":{"rendered":"

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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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
42<\/td>\nSubmittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees <\/td>\n<\/tr>\n
45<\/td>\nND-1132.2-1 Attachments in the Component Support Load Path that Do Not Perform a Pressure Retaining Function <\/td>\n<\/tr>\n
46<\/td>\nND-1132.2-2 Attachments that Do Not Perform a Pressure Retaining Function and Are Not in the Component Support Load Path <\/td>\n<\/tr>\n
47<\/td>\nND-1132.2-3 Attachments That Perform a Pressure Retaining Function <\/td>\n<\/tr>\n
55<\/td>\nND-2311-1 Exemptions From Impact Testing Under ND-2311(a)(8) <\/td>\n<\/tr>\n
56<\/td>\nND-2331(a)-1 Required Cv Lateral Expansion Values for Pressure Retaining Material (Except Bolting) <\/td>\n<\/tr>\n
57<\/td>\nND-2331(a)-2 Required Cv Energy Values for Pressure Retaining Material (Except Bolting)
ND-2333-1 Required Cv Values for Bolting Material <\/td>\n<\/tr>\n
60<\/td>\nND-2432.1-1 Sampling of Welding Materials for Chemical Analysis
ND-2432.2-1 Welding Material Chemical Analysis <\/td>\n<\/tr>\n
62<\/td>\nND-2433.1-1 Delta Ferrite Content <\/td>\n<\/tr>\n
66<\/td>\nND-2571-1 Required Examinations <\/td>\n<\/tr>\n
69<\/td>\nND-2575.2-1 Typical Pressure Retaining Parts of Pumps and Valves <\/td>\n<\/tr>\n
79<\/td>\nND-3133.4-1 Length L of Some Typical Conical Sections <\/td>\n<\/tr>\n
81<\/td>\nND-3133.7-1 Chart for Determining Wall Thickness of Tubes Under External Pressure <\/td>\n<\/tr>\n
82<\/td>\nND-3321-1 Stress Limits for Design and Service Loadings <\/td>\n<\/tr>\n
83<\/td>\nND-3321-2 Classification of Stress in Vessels for Some Typical Cases <\/td>\n<\/tr>\n
85<\/td>\nND-3324.2-1 Principal Dimensions of Typical Heads
ND-3324.2-1 Values of Factor K <\/td>\n<\/tr>\n
88<\/td>\nND-3324.8(b)-1 Values of Factor M <\/td>\n<\/tr>\n
89<\/td>\nND-3324.11(a)(6)-1 Large Head Openings, Reverse Curve, and Conical Shell Reducer Sections
ND-3324.11(b)(2)-1 Values of \u0394 for Junctions at the Large Cylinder for \u03b1 \u2264 30 deg <\/td>\n<\/tr>\n
90<\/td>\nND-3324.11(b)(3)-1 Values of \u0394 for Junctions at the Small Cylinder for \u03b1 \u2264 30 deg <\/td>\n<\/tr>\n
92<\/td>\nND-3325-1 Some Acceptable Types of Unstayed Flat Heads and Covers <\/td>\n<\/tr>\n
95<\/td>\nND-3326.1-1 Spherically Dished Covers With Bolting Flanges <\/td>\n<\/tr>\n
97<\/td>\nND-3329.1(e)-1 Acceptable Proportions for Ends or Through Stays <\/td>\n<\/tr>\n
98<\/td>\nND-3329.6(b)-1 Example of Tube Spacing With Pitch of Holes Equal in Every Row <\/td>\n<\/tr>\n
99<\/td>\nND-3329.6(b)-2 Example of Tube Spacing With Pitch of Holes Unequal in Every Second Row
ND-3329.6(b)-3 Example of Tube Spacing With Pitch of Holes Varying in Every Second and Third Row
ND-3329.6(d)-1 Example of Tube Spacing With Tube Holes on Diagonal Lines <\/td>\n<\/tr>\n
100<\/td>\nND-3329.6(d)-2 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells <\/td>\n<\/tr>\n
101<\/td>\nND-3329.6(g)-1 Diagram for Determining Equivalent Longitudinal Efficiency of Diagonal Ligaments <\/td>\n<\/tr>\n
103<\/td>\nND-3332.2-1 Chart for Determining Value of F
ND-3332.2-1 Values of Spherical Radius Factor K1 <\/td>\n<\/tr>\n
105<\/td>\nND-3335.1(b)-1 Some Representative Configurations Describing the te Reinforcement Dimension <\/td>\n<\/tr>\n
106<\/td>\nND-3335.2-1 Arrangement of Multiple Openings
ND-3335.3(b)-1 Minimum Depth for Flange of Flued Openings <\/td>\n<\/tr>\n
108<\/td>\nND-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
ND-3352-1 Typical Butt Joints <\/td>\n<\/tr>\n
112<\/td>\nND-3358.1(a)-1 Heads Attached to Shells <\/td>\n<\/tr>\n
115<\/td>\nND-3361.1-1 Butt Welding of Plates of Unequal Thicknesses
ND-3361.3(a)-1 Minimum Number of Pipe Threads for Connections <\/td>\n<\/tr>\n
118<\/td>\nND-3423-1 Typical Single Volute Casing
ND-3416-1 Stress and Pressure Limits for Design and Service Loadings <\/td>\n<\/tr>\n
119<\/td>\nND-3423-2 Typical Double Volute Casing <\/td>\n<\/tr>\n
120<\/td>\nND-3433.4-1 Minimum Tangential Inlet and Outlet Wall Thicknesses
ND-3436(c)-1 External and Internal Attachments <\/td>\n<\/tr>\n
121<\/td>\nND-3441.1-1 Type A Pump
ND-3441.1-2 Type A Pump <\/td>\n<\/tr>\n
122<\/td>\nND-3441.1(a)-1 Type A Pump
ND-3441.2-1 Type B Pump
ND-3441.3-1 Type C Pump <\/td>\n<\/tr>\n
123<\/td>\nND-3441.3-2 Type C Pump <\/td>\n<\/tr>\n
124<\/td>\nND-3441.4(a)-1 Type D Pump
ND-3441.5-1 Type E Pump
ND-3441.6(a)-1 Type F Pump <\/td>\n<\/tr>\n
125<\/td>\nND-3441.7(a)-1 Axially Split Casing, Volute Pump, Type G
ND-3441.7(a)-2 Axially Split Casing, Volute Pump, Type G <\/td>\n<\/tr>\n
126<\/td>\nND-3441.7(c)-1 Axially Split Casing, Volute Pump, Type G
ND-3441.7(c)(2)-1 Typical Section of Type G Pump
ND-3441.7(c)(2)-2 Typical Section of Type G Pump <\/td>\n<\/tr>\n
127<\/td>\nND-3441.7(c)(2)-3 Typical Loads on Type G Pump <\/td>\n<\/tr>\n
128<\/td>\nND-3441.8-1 Longitudinal Section Through Type H Pump
ND-3441.8-2 Transverse Section Through Type H Pump <\/td>\n<\/tr>\n
129<\/td>\nND-3441.9-1 Type K Pump <\/td>\n<\/tr>\n
130<\/td>\nND-3441.9-2 Type K Pump <\/td>\n<\/tr>\n
134<\/td>\nND-3441.10-1 Type L Pump <\/td>\n<\/tr>\n
136<\/td>\nND-3441.10-2 Type L Pump Bowl <\/td>\n<\/tr>\n
138<\/td>\nND-3451(a)-1 Horizontal Single\u2010Acting Power Pump Liquid Ends <\/td>\n<\/tr>\n
141<\/td>\nND-3521-1 Typical Sections of Valve Bodies <\/td>\n<\/tr>\n
142<\/td>\nND-3521-1 Level A, Level B, Level C, and Level D Service Limits <\/td>\n<\/tr>\n
144<\/td>\nND-3591.1-1 Typical Pressure Relief Devices <\/td>\n<\/tr>\n
145<\/td>\nND-3591.1-2 Typical Pressure Relief Devices <\/td>\n<\/tr>\n
146<\/td>\nND-3592.2(b)-1 Class 3 Pressure Relief Devices: Level B, C, and D Service Loadings <\/td>\n<\/tr>\n
147<\/td>\nND-3595.3-1 Valve Nozzle <\/td>\n<\/tr>\n
148<\/td>\nND-3611.2(e)-1 Stress Range Reduction Factors <\/td>\n<\/tr>\n
150<\/td>\nND-3613.4-1 Weld Joint Efficiency Factor <\/td>\n<\/tr>\n
151<\/td>\nND-3622-1 Examples of Reversing and Nonreversing Dynamic Loads <\/td>\n<\/tr>\n
152<\/td>\nND-3641.1(a)-1 Values of A <\/td>\n<\/tr>\n
153<\/td>\nND-3642.1(c)-1 Minimum Thickness for Bending <\/td>\n<\/tr>\n
155<\/td>\nND-3643.2(b)-1 Typical Welded Branch Connections <\/td>\n<\/tr>\n
156<\/td>\nND-3643.2(b)-2 Typical Right Angle Branch Connections Made Using a Fillet Weld or a Partial Penetration Weld <\/td>\n<\/tr>\n
157<\/td>\nND-3643.3(c)(1)-1 Reinforcement of Branch Connections <\/td>\n<\/tr>\n
158<\/td>\nND-3643.3(c)(1)-2 Some Representative Configurations Describing the te Reinforcement Dimension <\/td>\n<\/tr>\n
160<\/td>\nND-3643.4(a)-1 Reinforced Extruded Outlets <\/td>\n<\/tr>\n
163<\/td>\nND-3647.2-1 Types of Permanent Blanks <\/td>\n<\/tr>\n
168<\/td>\nND-3653.3-1 Reducing or Full Outlet Branch Connections, or Tees <\/td>\n<\/tr>\n
175<\/td>\nND-3673.2(b)-1 Stress Indices, Flexibility, and Stress Intensification Factors <\/td>\n<\/tr>\n
180<\/td>\nND-3673.2(b)-2 Branch Connection Nomenclature <\/td>\n<\/tr>\n
183<\/td>\nND-3821.5-1 Design and Service Limits <\/td>\n<\/tr>\n
186<\/td>\nND-3852.7-1 Allowable Tensile Stresses for Roof Supports <\/td>\n<\/tr>\n
187<\/td>\nND-3852.7-2 Allowable Axial Compression Stresses for Roof Supports <\/td>\n<\/tr>\n
189<\/td>\nND-3852.7-3 Allowable Bending Stresses for Roof Supports <\/td>\n<\/tr>\n
191<\/td>\nND-3852.7-4 Allowable Shear Stresses for Roof Supports <\/td>\n<\/tr>\n
192<\/td>\nND-3852.7-5 Allowable Shear and Tension Stresses for Bolts for Roof Supports
ND-3852.7-6 Allowable Bearing Stresses for Bolts for Roof Supports <\/td>\n<\/tr>\n
194<\/td>\nND-3861-1 Roof Manholes <\/td>\n<\/tr>\n
195<\/td>\nND-3862(a)-1 Flanged Roof Nozzles
ND-3861-1 Roof Manholes <\/td>\n<\/tr>\n
196<\/td>\nND-3862(a)-2 Screwed or Socket Weld Roof Nozzles
ND-3862(a)-1 Flanged Roof Nozzles <\/td>\n<\/tr>\n
197<\/td>\nND-3863-1 Welded Bottom Outlet Elbow
ND-3862(a)-2 Screwed or Socket Weld Roof Nozzles <\/td>\n<\/tr>\n
198<\/td>\nND-3863-1 Welded Bottom Outlet Elbow
ND-3865-1 Platforms and Walkways
ND-3865-2 Stairways <\/td>\n<\/tr>\n
199<\/td>\nND-3865-3 Stairway Rise, Run, and Angle Relationships <\/td>\n<\/tr>\n
200<\/td>\nND-3921.8-1 Design and Service Limits for Steel Tanks <\/td>\n<\/tr>\n
202<\/td>\nND-3922.1-1 Biaxial Stress Chart for Combined Tension and Compression, 30,000 psi to 38,000 psi (205 MPa to 260 MPa) Yield Strength Steels <\/td>\n<\/tr>\n
203<\/td>\nND-3922.1-2 Reduction of Design Stresses Required to Allow for Biaxial Stresses of Opposite Sign <\/td>\n<\/tr>\n
205<\/td>\nND-3923.1-1 Maximum Allowable Stress Values for Structural Members <\/td>\n<\/tr>\n
208<\/td>\nND-3932.1-1 Some Typical Free Body Diagrams for Certain Shapes of Tanks <\/td>\n<\/tr>\n
209<\/td>\nND-3932.2(d)-1 Factors for Determining Values of R1 and R2 for 2:1 Ellipsoidal Roofs and Bottoms <\/td>\n<\/tr>\n
212<\/td>\nND-3933.4(a)-1 Compression Ring Region <\/td>\n<\/tr>\n
214<\/td>\nND-3933.5(d)-1 Permissible Details of Compression Ring Construction <\/td>\n<\/tr>\n
215<\/td>\nND-3933.5(h)-1 Some Values for k Based on n, \u03b8 <\/td>\n<\/tr>\n
219<\/td>\nND-3944-1 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 25 ksi at Temperatures \u2264 300\u00b0F <\/td>\n<\/tr>\n
220<\/td>\nND-3944-1M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 175 MPa at Temperatures \u2264 150\u00b0C <\/td>\n<\/tr>\n
221<\/td>\nND-3944-2 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 30 ksi at Temperatures \u2264 300\u00b0F <\/td>\n<\/tr>\n
222<\/td>\nND-3944-2M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 210 MPa at Temperatures \u2264 150\u00b0C <\/td>\n<\/tr>\n
223<\/td>\nND-3944-3 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 35 ksi at Temperatures \u2264 300\u00b0F <\/td>\n<\/tr>\n
224<\/td>\nND-3944-3M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 245 MPa at Temperatures \u2264 150\u00b0C <\/td>\n<\/tr>\n
225<\/td>\nND-3944-4 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 40 ksi at Temperatures \u2264 300\u00b0F <\/td>\n<\/tr>\n
226<\/td>\nND-3944-4M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 280 MPa at Temperatures \u2264 150\u00b0C <\/td>\n<\/tr>\n
227<\/td>\nND-3944-5 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 45 ksi at Temperatures \u2264 300\u00b0F <\/td>\n<\/tr>\n
228<\/td>\nND-3944-5M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 315 MPa at Temperatures \u2264 150\u00b0C <\/td>\n<\/tr>\n
229<\/td>\nND-3944-6 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 50 ksi at Temperatures \u2264 300\u00b0F <\/td>\n<\/tr>\n
230<\/td>\nND-3944-6M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 350 MPa at Temperatures \u2264 150\u00b0C <\/td>\n<\/tr>\n
233<\/td>\nND-4221.1-1 Maximum Difference in Cross\u2010Sectional Diameters <\/td>\n<\/tr>\n
234<\/td>\nND-4221.2(a)-1 Maximum Permissible Deviation e From a True Circular Form <\/td>\n<\/tr>\n
235<\/td>\nND-4221.2(a)-2 Maximum Arc Length for Determining Plus or Minus Deviation <\/td>\n<\/tr>\n
236<\/td>\nND-4232(a)-1 Maximum Allowable Offset in Final Welded Joints <\/td>\n<\/tr>\n
237<\/td>\nND-4233-1 Butt Weld Alignment and Mismatch Tolerances for Unequal I.D. and O.D. When Components Are Welded From One Side and Fairing Is Not Performed <\/td>\n<\/tr>\n
239<\/td>\nND-4243-1 Attachment of Pressure Parts to Plates to Form a Corner Joint <\/td>\n<\/tr>\n
241<\/td>\nND-4243.1-1 Typical Flat Heads, and Supported and Unsupported Tubesheets With Hubs <\/td>\n<\/tr>\n
242<\/td>\nND-4244(a)-1 Nozzles, and Branch and Piping Connections Joined by Full Penetration Butt Welds <\/td>\n<\/tr>\n
243<\/td>\nND-4244(b)-1 Nozzles, and Branch and Piping Connections Joined by Full Penetration Corner Welds <\/td>\n<\/tr>\n
244<\/td>\nND-4244(c)-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles, and Branch and Piping Connections <\/td>\n<\/tr>\n
245<\/td>\nND-4244(d)-1 Some Acceptable Types of Welded Nozzles, and Branch and Piping Connections <\/td>\n<\/tr>\n
246<\/td>\nND-4244(e)-1 Some Acceptable Types of Welded Nozzles <\/td>\n<\/tr>\n
247<\/td>\nND-4244(e)-2 Some Acceptable Types of Small Fittings <\/td>\n<\/tr>\n
248<\/td>\nND-4244(f)-1 Tube Connections <\/td>\n<\/tr>\n
249<\/td>\nND-4244(g)-1 Some Acceptable Types of Welded Nozzles, and Branch and Piping Connections <\/td>\n<\/tr>\n
250<\/td>\nND-4245-1 Attachment Welds <\/td>\n<\/tr>\n
252<\/td>\nND-4246.1(a)-1 Typical Bottom and Bottom\u2010to\u2010Shell Joints <\/td>\n<\/tr>\n
253<\/td>\nND-4246.3-1 Typical Roof and Roof\u2010to\u2010Shell Joints <\/td>\n<\/tr>\n
254<\/td>\nND-4246.5-1 Roof Manholes <\/td>\n<\/tr>\n
255<\/td>\nND-4246.5-2 Flanged Roof Nozzles
ND-4246.5-3 Screwed or Socket Weld Roof Nozzles <\/td>\n<\/tr>\n
256<\/td>\nND-4246.5-4 Welded Bottom Outlet Elbow
ND-4247.6(d)-1 Minimum Size for Fillet Welds <\/td>\n<\/tr>\n
257<\/td>\nND-4250-1 Welding End Transitions Maximum Envelope <\/td>\n<\/tr>\n
263<\/td>\nND-4427-1 Fillet and Socket Weld Details and Dimensions <\/td>\n<\/tr>\n
265<\/td>\nND-4433-1 Types of Attachment Welds <\/td>\n<\/tr>\n
266<\/td>\nND-4437.2(b)-1 Some Acceptable Methods of Attaching Stiffening Rings to Shells of Cylindrical Vessels Subjected to External Pressure <\/td>\n<\/tr>\n
267<\/td>\nND-4470-1 Welded Stayed Construction <\/td>\n<\/tr>\n
268<\/td>\nND-4511-1 Brazed Connections for Appurtenances and Piping, NPS 4 <\/td>\n<\/tr>\n
270<\/td>\nND-4524-1 Maximum Design Temperatures for Brazing Filler Metal, \u00b0F (\u00b0C) <\/td>\n<\/tr>\n
271<\/td>\nND-4622.1-1 Mandatory Requirements for Postweld Heat Treatment of Welds <\/td>\n<\/tr>\n
272<\/td>\nND-4622.4(c)-1 Alternative Holding Temperatures and Times <\/td>\n<\/tr>\n
273<\/td>\nND-4622.7(b)-1 Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n
276<\/td>\nND-4730-1 Penetration Assembly <\/td>\n<\/tr>\n
277<\/td>\nND-4810(c)-1 Permissible Attachment Welds for Bellows <\/td>\n<\/tr>\n
279<\/td>\nND-5211.2-1 Thickness Above Which Full Radiographic Examination of Butt Welded Joint is Mandatory <\/td>\n<\/tr>\n
309<\/td>\nND-7734.2(a)-1 Values of F for Nonchoking Flow <\/td>\n<\/tr>\n
314<\/td>\nND-7754.2(a)-1 Values of F for Nonchoking Flow <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – ND -2013 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>\n2013<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363282,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363278","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\/363278","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\/363282"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363278"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363278"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363278"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}