{"id":363219,"date":"2024-10-20T01:44:20","date_gmt":"2024-10-20T01:44:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-5-2013\/"},"modified":"2024-10-26T02:44:04","modified_gmt":"2024-10-26T02:44:04","slug":"asme-bpvc-iii-5-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-5-2013\/","title":{"rendered":"ASME BPVC III 5 2013"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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46<\/td>\n | HAA-1130-1 Values of Tmax for Various Classes of Permitted Materials <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | HAA-7100-1 Standards and Specifications Referenced in Division 5 Associated With Metallic Components <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | HAB-3255-1 Document Distribution for Design and Construction of Graphite Core Components and Assemblies <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | HAB-4134.17-1 Lifetime Quality Assurance Records <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | HAB-4134.17-2 Nonpermanent Quality Assurance Records <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | HAB-7100-1 Standards and Specifications Referenced in This Subpart and Subsection HH, Subpart A <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | HAB-8100-1 Certificates Issued by the Society for Construction of Nuclear Graphite Core Components and Assemblies <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | HBB-I-3000-1 Smt Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | HBB-I-3000-2 St Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | HBB-I-3000-3 Stress-to-Rupture (Minimum) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | HBB-I-3000-4 Isochronous Stress\u2013Strain Curves for 700\u00b0F (371\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | HBB-I-3000-5 Isochronous Stress\u2013Strain Curves for 750\u00b0F (399\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | HBB-I-3000-6 Isochronous Stress\u2013Strain Curves for 800\u00b0F (427\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | HBB-I-3000-7 Isochronous Stress\u2013Strain Curves for 850\u00b0F (454\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | HBB-I-3000-8 Isochronous Stress\u2013Strain Curves for 900\u00b0F (482\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | HBB-I-3000-9 Isochronous Stress\u2013Strain Curves for 950\u00b0F (510\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | HBB-I-3000-10 Isochronous Stress\u2013Strain Curves for 1,000\u00b0F (538\u00b0C) For SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | HBB-I-3000-11 Design Fatigue Strain Range for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | HBB-I-3000-12 Creep-Fatigue Damage Envelope for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | HBB-I-3000-13 St Versus Time-Isothermal Curves for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | HBB-I-3000-14 Minimum Stress Rupture as a Function of Time and Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 HBB-I-3000-1 Smt \u2014 Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | HBB-I-3000-2 St \u2014 Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, ksi (MPa) HBB-I-3000-3 Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, Sm Yield Strength and Tensile Strength Versus Temperature HBB-I-3000-4 Expected Minimum Stress-to-Rupture Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, ksi (MPa) HBB-I-3000-5 Modulus of Elasticity Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | HBB-I-3000-6 Instantaneous Coefficient of Thermal Expansion Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 HBB-I-3000-7 Mean Coefficient of Thermal Expansion Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 HBB-I-3000-8 Design Fatigue Strain Range for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 up to 1,000\u00b0F (540\u00b0C) <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | HCB-4215-1 Permissible Time\/Temperature Conditions for Material That Has Been Cold Worked > 5% and < 20% and Subjected to Short-Time, High-Temperature Transients <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | HCB-I-2000-1 Stress Range Reduction Factor <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | HCB-I-2000-2 Maximum Number of Cycles, N1, Permissible With f = 1 <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | HCB-II-1000-1 Allowable Stress Flowchart for Class B Component <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | HCB-II-2000-1 Allowable Stress Values for Ferritic Steel Class B Components <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | HCB-II-2000-2 Allowable Stress Values for Class B Bolting Materials <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | HCB-II-2000-3 Allowable Stress Values for Austenitic Steel Class B Components <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | HCB-II-2000-4 Allowable Stress Values for High-Nickel Alloy Class B Components <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | HCB-II-2000-5 Reduction Factors for Aging <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | HCB-II-3000-1 Allowable Stress Values for Ferritic Steel Class B Components <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | HCB-II-3000-2 Allowable Stress Values for Class B Bolting <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | HCB-II-3000-3 Allowable Stress Values for Austenitic Steel Class B Components <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | HCB-II-3000-4 Allowable Stress Values for High-Nickel Alloy Class B Components <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | HCB-II-3000-5 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for 304 SS Weldments HCB-II-3000-6 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for 316 SS Weldments HCB-II-3000-7 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for Alloy 800H Weldments <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | HCB-II-3000-8 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for 21\/4Cr\u20131Mo Weldments HCB-II-3000-9 Reduction Factors to Be Applied to Parent Metal Allowable Stresses for Modified 9Cr\u20131Mo Weldments <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | HCB-III-1000-1 Time\u2013Temperature Limits for Service Level A and B Events HCB-III-1000-1 Maximum Metal Temperatures During Level C Events <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | HGB-3217-1 Classification of Stress Intensity for Some Typical Cases <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | HGB-3224-1 Use-Fractions for Membrane Stress HGB-3224-2 Use-Fractions for Membrane Plus Bending Stress <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | HGB-5223-1 Full Penetration Corner Weld Details for Category C Joints <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | HGB-5224.2-1 Nozzles Joined by Full Penetration Corner Welds <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | HGB-5224.3-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | HGB-5224.4-1 Oblique Connections <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | HGB-II-2121-1 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | HGB-II-2121-2 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | HGB-II-2121-3 Design Stress Intensity Values, Sm, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | HGB-II-2121-4 Design Stress Intensity Values, Sm, for Austenitic and High Nickel Alloys at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | HGB-II-3222.4-1 Design Fatigue Limits for Solution Annealed Type 304SS HGB-II-3222.4-2 Design Fatigue Limits for Solution Annealed Type 316SS <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | HGB-II-3222.4-3 Design Fatigue Limits for Ni\u2013Cr\u2013Fe Alloy 800H <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | HGB-II-3222.4-4 Design Fatigue Limits for 21\/4Cr\u20131Mo Steel <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | HGB-II-3229-1 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | HGB-II-3229-2 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | HGB-II-3229-3 Yield Strength Values, Sy, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure and Threaded Structural Fastener Applications <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | HGB-II-3229-4 Tensile Strength Values Su, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | HGB-II-3229-5 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | HGB-II-3229-6 Tensile Strength Values, Su, for Austenitic and High Nickel Alloys at Elevated Temperatures in Core Support Structure and Threaded Structural Fastener Applications <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | HGB-III-2000-1 Time-Independent Buckling Limits <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | HGB-IV-1000-1 Time at Elevated Temperature, hr <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | HHA-1400-1 Jurisdictional Boundary for Graphite Core Components and Assemblies \u2014 Circumferential Section View <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | HHA-1400-2 Jurisdictional Boundary for Graphite Core Components and Assemblies \u2014 Longitudinal Section View <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | HHA-3141-1 Dependence of Strength on Weight Loss in Uniformly Oxidized Graphite of Classes IIHP or INHP <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | HHA-3141-2 Dependence of Strength on Weight Loss in Uniformly Oxidized Graphite of Classes EIHP, ENHP, MIHP, and MNHP HHA-3221-1 Design Allowable Probability of Failure <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | HHA-3221-1 Design Allowable Stresses Flowchart for SRC-1 Graphite Core Component <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | HHA-4222-1 Prohibited and Controlled Substances <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | MDS-1 Material Data Sheet (SI Units) <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | MDS-2 Material Data Sheet (U.S. Customary) <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | HHA-II-2000-1 Notes on Material Data Sheet, Forms MDS-1 and MDS-2 <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | HHA-II-3100-1 Correction Factor T of the Shape Parameter M of Two-Parameter Weibull Distribution (\u03b3 = 0.95) <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | HHA-II-3100-2 Correction Factor T\u2019 of the Characteristic Value Sc of Two-Parameter Weibull Distribution (\u03b3 = 0.95) <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | HHA-A-1100-1 <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | HHA-1160-1 Extrusion <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | HHA-1160-2 Molding <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | INTERPRETATIONS Volume 62 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME BPVC – III – 5 -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 5, High Temperature Reactors<\/b><\/p>\n |