{"id":363254,"date":"2024-10-20T01:44:33","date_gmt":"2024-10-20T01:44:33","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-nc-2013\/"},"modified":"2024-10-26T02:44:19","modified_gmt":"2024-10-26T02:44:19","slug":"asme-bpvc-iii-1-nc-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-nc-2013\/","title":{"rendered":"ASME BPVC III 1 NC 2013"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
45<\/td>\nNC-1132.2-1 Attachments in the Component Support Load Path That Do Not Perform a Pressure Retaining Function <\/td>\n<\/tr>\n
46<\/td>\nNC-1132.2-2 Attachments That Do Not Perform a Pressure Retaining Function and Are Not in the Component Support Load Path (Nonstructural Attachments) <\/td>\n<\/tr>\n
47<\/td>\nNC-1132.2-3 Attachments That Perform a Pressure Retaining Function <\/td>\n<\/tr>\n
54<\/td>\nNC-2311(a)-1 Exemptions From Impact Testing Under NC-2311(a)(8) <\/td>\n<\/tr>\n
55<\/td>\nNC-2332.1-1 Required Cv Lateral Expansion Values for Pressure-Retaining Material Other Than Bolting <\/td>\n<\/tr>\n
56<\/td>\nNC-2332.1-2 Required Cv Energy Values for Pressure Retaining Material Other Than Bolting
NC-2332.3-1 Required Cv Values for Bolting Material Tested in Accordance With NC-2332.3 <\/td>\n<\/tr>\n
60<\/td>\nNC-2432.1-1 Sampling of Welding Materials for Chemical Analysis
NC-2432.2-1 Welding Material Chemical Analysis <\/td>\n<\/tr>\n
62<\/td>\nNC-2433.1-1 Weld Metal Delta Ferrite Content <\/td>\n<\/tr>\n
67<\/td>\nNC-2571-1 Required Examinations <\/td>\n<\/tr>\n
70<\/td>\nNC-2575.2-1 Typical Pressure Retaining Parts of Pumps and Valves <\/td>\n<\/tr>\n
79<\/td>\nNC-3133.8-1 Chart for Determining Wall Thickness of Tubes Under External Pressure <\/td>\n<\/tr>\n
81<\/td>\nNC-3215.1(a)-1 Pressure and Temperature Relationships <\/td>\n<\/tr>\n
82<\/td>\nNC-3217-1 Stress Intensity k Factors for Design and Service Load Combinations <\/td>\n<\/tr>\n
88<\/td>\nNC-3224.6-1 Design Curves for Torispherical Heads and 2:1 Ellipsoidal Heads for Use With NC-3224.8 and NC-3224.6 <\/td>\n<\/tr>\n
90<\/td>\nNC-3224.13(b)(6)(-a)-1 Inherent Reinforcement for Large End of Cone\u2010Cylinder Junction <\/td>\n<\/tr>\n
91<\/td>\nNC-3224.13(b)(6)(-b)-1 Values for Q for Large End of Cone\u2010Cylinder Junction <\/td>\n<\/tr>\n
92<\/td>\nNC-3224.13(c)(6)(-a)-1 Inherent Reinforcement for Small End of Cone\u2010Cylinder Junction <\/td>\n<\/tr>\n
93<\/td>\nNC-3224.13(c)(6)(-b)-1 Values for Q for Small End of Cone\u2010Cylinder Junction <\/td>\n<\/tr>\n
94<\/td>\nNC-3224.13(d)-1 Cone\u2010Cylinder Junction at Small End Treated As Opening <\/td>\n<\/tr>\n
96<\/td>\nNC-3225-1 Typical Flat Heads and Supported and Unsupported Tubesheets With Hubs <\/td>\n<\/tr>\n
97<\/td>\nNC-3225-2 Some Acceptable Types of Unstayed Flat Heads and Covers <\/td>\n<\/tr>\n
98<\/td>\nNC-3225-3 Attachment of Pressure Parts to Plates to Form a Corner Joint <\/td>\n<\/tr>\n
100<\/td>\nNC-3234.2(a)-1 Nozzle Nomenclature and Dimensions <\/td>\n<\/tr>\n
102<\/td>\nNC-3239.1(b)-1 Examples of Acceptable Transition Details
NC-3239.3(a)-1 Required Minimum Reinforcing Area, Ar <\/td>\n<\/tr>\n
103<\/td>\nNC-3239.4-1 Limits of Reinforcing Zone <\/td>\n<\/tr>\n
104<\/td>\nNC-3239.7-1 Stress Indices for Internal Pressure Loading <\/td>\n<\/tr>\n
109<\/td>\nNC-3266-1 Minimum Number of Pipe Threads for Connections <\/td>\n<\/tr>\n
110<\/td>\nNC-3321-1 Stress Limits for Design and Service Loadings <\/td>\n<\/tr>\n
111<\/td>\nNC-3321-2 Classification of Stress Intensity in Vessels for Some Typical Cases <\/td>\n<\/tr>\n
112<\/td>\nNC-3324.2-1 Principal Dimensions of Typical Heads <\/td>\n<\/tr>\n
113<\/td>\nNC-3324.2-1 Values of Factor K <\/td>\n<\/tr>\n
115<\/td>\nNC-3324.8(b)-1 Values of Factor M <\/td>\n<\/tr>\n
116<\/td>\nNC-3324.11(b)(2)-1 Values of \u0394 for Junctions at the Large Cylinder for \u03b1 \u2264 30 deg
NC-3324.11(b)(3)-1 Values of \u0394 for Junctions at the Small Cylinder for \u03b1 \u2264 30 deg <\/td>\n<\/tr>\n
117<\/td>\nNC-3324.11(a)(6)-1 Large Head Openings, Reverse Curve, and Conical Shell Reducer Sections <\/td>\n<\/tr>\n
119<\/td>\nNC-3325-1 Some Acceptable Types of Unstayed Flat Heads and Covers <\/td>\n<\/tr>\n
121<\/td>\nNC-3326.1-1 Spherically Dished Covers With Bolting Flanges <\/td>\n<\/tr>\n
122<\/td>\nNC-3329(b)-1 Example of Tube Spacing With Pitch of Holes Equal in Every Row
NC-3329(b)-2 Example of Tube Spacing With Pitch of Holes Unequal in Every Second Row <\/td>\n<\/tr>\n
123<\/td>\nNC-3329(b)-3 Example of Tube Spacing With Pitch Holes Varying in Every Second and Third Row
NC-3329(d)-1 Example of Tube Spacing With Tube Holes on Diagonal Lines <\/td>\n<\/tr>\n
124<\/td>\nNC-3329(d)-2 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells <\/td>\n<\/tr>\n
125<\/td>\nNC-3329(g)-1 Diagram for Determining Equivalent Longitudinal Efficiency of Diagonal Ligaments <\/td>\n<\/tr>\n
126<\/td>\nNC-3332.2-1 Chart for Determining the Value of F <\/td>\n<\/tr>\n
127<\/td>\nNC-3332.2-1 Values of Spherical Radius Factor K1 <\/td>\n<\/tr>\n
129<\/td>\nNC-3335(b)-1 Some Representative Configurations Describing the te Reinforcement Dimension <\/td>\n<\/tr>\n
130<\/td>\nNC-3335.2-1 Arrangement of Multiple Openings <\/td>\n<\/tr>\n
131<\/td>\nNC-3335.3(b)-1 Minimum Depth for Flange of Flued Openings <\/td>\n<\/tr>\n
132<\/td>\nNC-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
NC-3352-1 Typical Butt Joints <\/td>\n<\/tr>\n
135<\/td>\nNC-3358.1(a)-1 Heads Attached to Shells <\/td>\n<\/tr>\n
137<\/td>\nNC-3361-1 Butt Welding of Sections of Unequal Thicknesses <\/td>\n<\/tr>\n
140<\/td>\nNC-3416-1 Stress and Pressure Limits for Design and Service Loadings <\/td>\n<\/tr>\n
141<\/td>\nNC-3423-1 Typical Single Volute Casing
NC-3423-2 Typical Double Volute Casing <\/td>\n<\/tr>\n
142<\/td>\nNC-3433.4-1 Minimum Tangential Inlet and Outlet Wall Thickness
NC-3441.1-1 Type A Pump <\/td>\n<\/tr>\n
143<\/td>\nNC-3441.1-2 Type A Pump
NC-3441.1(a)-1 Type A Pump <\/td>\n<\/tr>\n
144<\/td>\nNC-3441.2-1 Type B Pump
NC-3441.3-1 Type C Pump <\/td>\n<\/tr>\n
145<\/td>\nNC-3441.3-2 Type C Pump <\/td>\n<\/tr>\n
146<\/td>\nNC-3441.4(a)-1 Type D Pump
NC-3441.5-1 Type E Pump
NC-3441.6(a)-1 Type F Pump <\/td>\n<\/tr>\n
147<\/td>\nNC-3441.7(a)-1 Axially Split Casing, Volute Pump, Type G
NC-3441.7(a)-2 Axially Split Casing, Volute Pump, Type G <\/td>\n<\/tr>\n
148<\/td>\nNC-3441.7(c)-1 Axially Split Casing, Volute Pump, Type G
NC-3441.7(c)(2)-1 Typical Section of Type G Pumps <\/td>\n<\/tr>\n
149<\/td>\nNC-3441.7(c)(2)-2 Typical Section of Type G Pumps
NC-3441.7(c)(2)-3 Typical Loads on Type G Pumps <\/td>\n<\/tr>\n
151<\/td>\nNC-3441.8-1 Longitudinal Section Through Type H Pump <\/td>\n<\/tr>\n
152<\/td>\nNC-3441.8-2 Transverse Section Through Type H Pump <\/td>\n<\/tr>\n
153<\/td>\nNC-3441.9-1 Type K Pump <\/td>\n<\/tr>\n
154<\/td>\nNC-3441.9-2 Type K Pump <\/td>\n<\/tr>\n
156<\/td>\nNC-3441.10-1 Type N Pump <\/td>\n<\/tr>\n
157<\/td>\nNC-3451(a)-1 Horizontal Single\u2010Acting Power Pump Liquid Ends <\/td>\n<\/tr>\n
160<\/td>\nNC-3521-1 Typical Sections of Valve Bodies <\/td>\n<\/tr>\n
161<\/td>\nNC-3521-1 Levels A, B, C, and D Service Limits <\/td>\n<\/tr>\n
163<\/td>\nNC-3591.1-1 Typical Pressure Relief Devices <\/td>\n<\/tr>\n
164<\/td>\nNC-3591.1-2 Typical Pressure Relief Devices <\/td>\n<\/tr>\n
165<\/td>\nNC-3592.2(b)-1 Class 2 Pressure Relief Devices: Levels B, C, and D Service Loadings <\/td>\n<\/tr>\n
166<\/td>\nNC-3595.3-1 Valve Nozzle <\/td>\n<\/tr>\n
167<\/td>\nNC-3611.2(e)-1 Stress Range Reduction Factors <\/td>\n<\/tr>\n
170<\/td>\nNC-3622-1 Examples of Reversing and Nonreversing Dynamic Loads <\/td>\n<\/tr>\n
171<\/td>\nNC-3641.1(a)-1 Values of A <\/td>\n<\/tr>\n
172<\/td>\nNC-3642.1(c)-1 Minimum Thickness for Bending <\/td>\n<\/tr>\n
174<\/td>\nNC-3643.2(b)-1 Typical Welded Branch Connections <\/td>\n<\/tr>\n
175<\/td>\nNC-3643.2(b)-2 Typical Right Angle Branch Connections Made Using a Fillet Weld or a Partial Penetration Weld <\/td>\n<\/tr>\n
176<\/td>\nNC-3643.3(c)(1)-1 Reinforcement of Branch Connections <\/td>\n<\/tr>\n
177<\/td>\nNC-3643.3(c)(1)-2 Some Representative Configurations Describing the te Reinforcement Dimensions <\/td>\n<\/tr>\n
178<\/td>\nNC-3643.4(a)-1 Reinforced Extruded Outlets <\/td>\n<\/tr>\n
181<\/td>\nNC-3647.2-1 Types of Permanent Blanks <\/td>\n<\/tr>\n
187<\/td>\nNC-3653.3-1 Reducing or Full Outlet Branch Connections or Tees <\/td>\n<\/tr>\n
198<\/td>\nNC-3673.2(b)-2 Branch Connection Nomenclature <\/td>\n<\/tr>\n
201<\/td>\nNC-3821.5-1 Design and Service Limits <\/td>\n<\/tr>\n
207<\/td>\nNC-3861-1 Roof Manholes <\/td>\n<\/tr>\n
208<\/td>\nNC-3862(a)-1 Flanged Roof Nozzles
NC-3861-1 Roof Manholes <\/td>\n<\/tr>\n
209<\/td>\nNC-3862(a)-2 Screwed or Socket Weld Roof Nozzles
NC-3862(a)-1 Flanged Roof Nozzles <\/td>\n<\/tr>\n
210<\/td>\nNC-3863-1 Typical Welded Bottom Outlet Elbow
NC-3862(a)-2 Screwed or Socket Weld Roof Nozzles <\/td>\n<\/tr>\n
211<\/td>\nNC-3863-1 Welded Bottom Outlet Elbow
NC-3865-1 Platforms and Walkways
NC-3865-2 Stairways <\/td>\n<\/tr>\n
212<\/td>\nNC-3865-3 Stairway Rise, Run, and Angle Relationships
NC-3921.8-1 Design and Service Limits for Steel Tanks <\/td>\n<\/tr>\n
214<\/td>\nNC-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
215<\/td>\nNC-3922.1-2 Reduction of Design Stresses Required to Allow for Biaxial Stresses of Opposite Sign <\/td>\n<\/tr>\n
217<\/td>\nNC-3923.1-1 Maximum Allowable Stress Values for Structural Members <\/td>\n<\/tr>\n
220<\/td>\nNC-3932.1-1 Some Typical Free Body Diagrams for Certain Shapes of Tanks <\/td>\n<\/tr>\n
221<\/td>\nNC-3932.2(d)-1 Factors for Determining Values of R1 and R2 for 2:1 Ellipsoidal Roofs and Bottoms <\/td>\n<\/tr>\n
224<\/td>\nNC-3933.4(a)-1 Compression Ring Region <\/td>\n<\/tr>\n
226<\/td>\nNC-3933.5(d)-1 Permissible Details of Compression Ring <\/td>\n<\/tr>\n
230<\/td>\nNC-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
231<\/td>\nNC-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
232<\/td>\nNC-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
233<\/td>\nNC-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
234<\/td>\nNC-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
235<\/td>\nNC-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
236<\/td>\nNC-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
237<\/td>\nNC-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
238<\/td>\nNC-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
239<\/td>\nNC-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
240<\/td>\nNC-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
241<\/td>\nNC-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
242<\/td>\nNC-3947-1 Meridional Straightness Tolerance <\/td>\n<\/tr>\n
246<\/td>\nNC-4221.1-1 Maximum Difference in Cross\u2010Sectional Diameters <\/td>\n<\/tr>\n
247<\/td>\nNC-4221.2(a)-1 Maximum Permissible Deviation e From a True Circular Form <\/td>\n<\/tr>\n
248<\/td>\nNC-4221.2(a)-2 Maximum Arc Length for Determining Plus or Minus Deviation
NC-4232(a)-1 Maximum Allowable Offset in Final Welded Joints <\/td>\n<\/tr>\n
249<\/td>\nNC-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
250<\/td>\nNC-4243-1 Acceptable Full Penetration Weld Details for Category C Joints <\/td>\n<\/tr>\n
251<\/td>\nNC-4243-2 Attachment of Pressure Parts to Plates to Form a Corner Joint <\/td>\n<\/tr>\n
252<\/td>\nNC-4243.1-1 Typical Flat Heads and Supported and Unsupported Tubesheet With Hubs <\/td>\n<\/tr>\n
253<\/td>\nNC-4244(a)-1 Nozzles, Branch, and Piping Connections Joined by Full Penetration Butt Welds <\/td>\n<\/tr>\n
254<\/td>\nNC-4244(b)-1 Nozzles, Branch, and Piping Connections Joined by Full Penetration Corner Welds <\/td>\n<\/tr>\n
255<\/td>\nNC-4244(c)-1 Deposited Weld Metal Used As Reinforcement of Openings for Nozzles, Branch, and Piping Connections <\/td>\n<\/tr>\n
257<\/td>\nNC-4244(d)-1 Some Acceptable Types of Welded Nozzles, Branch, and Piping Connections <\/td>\n<\/tr>\n
258<\/td>\nNC-4244(e)-1 Some Acceptable Types of Welded Nozzles <\/td>\n<\/tr>\n
259<\/td>\nNC-4244(e)-2 Some Acceptable Types of Small Fittings <\/td>\n<\/tr>\n
260<\/td>\nNC-4246.1(a)-1 Typical Bottom and Bottom\u2010To\u2010Shell Joints <\/td>\n<\/tr>\n
261<\/td>\nNC-4246.3-1 Typical Roof and Roof\u2010To\u2010Shell Joints <\/td>\n<\/tr>\n
262<\/td>\nNC-4246.5-1 Roof Manholes <\/td>\n<\/tr>\n
263<\/td>\nNC-4246.5-2 Flanged Roof Nozzles
NC-4246.5-3 Screwed or Socket Weld Roof Nozzles <\/td>\n<\/tr>\n
264<\/td>\nNC-4246.5-4 Welded Bottom Outlet Elbow
NC-4247.6(d)-1 Minimum Size for Fillet Welds <\/td>\n<\/tr>\n
265<\/td>\nNC-4250-1 Welding End Transitions Maximum Envelope <\/td>\n<\/tr>\n
267<\/td>\nNC-4265-1 Acceptable Full Penetration Details to Form a Corner Joint <\/td>\n<\/tr>\n
268<\/td>\nNC-4265-2 Acceptable Full Penetration Weld Details for Category C Joints
NC-4266(a)-1 Nozzles Attached by Full Penetration Butt Welds <\/td>\n<\/tr>\n
269<\/td>\nNC-4266(b)-1 Full Penetration Corner Welded Attachments <\/td>\n<\/tr>\n
270<\/td>\nNC-4266(c)-1 Pad and Screwed Fitting Types of Welded Nozzles and Other Connections to Shells, Drums, and Headers <\/td>\n<\/tr>\n
271<\/td>\nNC-4266(d)-1 Partial Penetration Weld Connections <\/td>\n<\/tr>\n
272<\/td>\nNC-4267-1 Attachments <\/td>\n<\/tr>\n
280<\/td>\nNC-4427-1 Fillet and Socket Weld Details and Dimensions <\/td>\n<\/tr>\n
282<\/td>\nNC-4433-1 Types of Attachment Welds <\/td>\n<\/tr>\n
283<\/td>\nNC-4437.2(b)-1 Some Acceptable Methods of Attaching Stiffening Rings to Shells of Cylindrical Vessels Subjected to External Pressure <\/td>\n<\/tr>\n
284<\/td>\nNC-4511-1 Brazed Connections for Appurtenances and Piping <\/td>\n<\/tr>\n
285<\/td>\nNC-4524-1 Maximum Design Temperatures for Brazing Filler Metal, \u00b0F (\u00b0C) <\/td>\n<\/tr>\n
287<\/td>\nNC-4622.1-1 Mandatory Requirements for Postweld Heat Treatment of Welds <\/td>\n<\/tr>\n
288<\/td>\nNC-4622.4(c)-1 Alternative Holding Temperatures and Times <\/td>\n<\/tr>\n
289<\/td>\nNC-4622.7(b)-1 Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n
292<\/td>\nNC-4730-1 Penetration Assembly <\/td>\n<\/tr>\n
293<\/td>\nNC-4810(c)-1 Permissible Attachment Welds for Bellows <\/td>\n<\/tr>\n
295<\/td>\nNC-5111-1 Thickness, IQI Designations, and Essential Holes, and Wire Diameters <\/td>\n<\/tr>\n
327<\/td>\nNC-7734.2(a)-1 Values of F for Nonchoking Flow <\/td>\n<\/tr>\n
331<\/td>\nNC-7754.2(a)-1 Values of F for Nonchoking Flow <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – NC -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NC, Class 2 Component<\/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>\n344<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363256,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363254","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\/363254","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\/363256"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363254"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363254"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363254"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}