{"id":363224,"date":"2024-10-20T01:44:22","date_gmt":"2024-10-20T01:44:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-5-2017\/"},"modified":"2024-10-26T02:44:04","modified_gmt":"2024-10-26T02:44:04","slug":"asme-bpvc-iii-5-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-5-2017\/","title":{"rendered":"ASME BPVC III 5 2017"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nTable of Contents <\/td>\n<\/tr>\n
60<\/td>\nHAA-1130-1 Values of Tmax for Various Classes of Permitted Materials <\/td>\n<\/tr>\n
62<\/td>\nHAA-7100-1 Standards and Specifications Referenced in Division 5 Associated With Metallic Components <\/td>\n<\/tr>\n
83<\/td>\nHAB-3255-1 Document Distribution for Design and Construction of Graphite Core Components and Assemblies <\/td>\n<\/tr>\n
86<\/td>\nHAB-4134.17-1 Lifetime Quality Assurance Records <\/td>\n<\/tr>\n
87<\/td>\nHAB-4134.17-2 Nonpermanent Quality Assurance Records <\/td>\n<\/tr>\n
91<\/td>\nHAB-7100-1 Standards and Specifications Referenced in This Subpart and Subsection HH, Subpart A <\/td>\n<\/tr>\n
94<\/td>\nHAB-8100-1 Certificates Issued by the Society for Construction of Nuclear Graphite Core Components and Assemblies <\/td>\n<\/tr>\n
109<\/td>\nHBB-3133-1 Size Restrictions on Connections <\/td>\n<\/tr>\n
116<\/td>\nHBB-3217-1 Classification of Stress Intensity in Vessels for Some Typical Cases <\/td>\n<\/tr>\n
118<\/td>\nHBB-3217-2 Classification of Stress Intensity in Piping, Typical Cases <\/td>\n<\/tr>\n
119<\/td>\nHBB-3221-1 Flow Diagram for Elevated Temperature Analysis <\/td>\n<\/tr>\n
121<\/td>\nHBB-3224-1 Use\u2010Fractions for Membrane Stress <\/td>\n<\/tr>\n
122<\/td>\nHBB-3224-2 Use\u2010Fractions for Membrane Plus Bending Stress <\/td>\n<\/tr>\n
124<\/td>\nHBB-3225-1 Tensile Strength Values, Su <\/td>\n<\/tr>\n
125<\/td>\nHBB-3225-2 Tensile and Yield Strength Reduction Factor Due to Long Time Prior Elevated Temperature Service
HBB-3225-3A Yield Strength Reduction Factors for 21\/4Cr\u20101Mo <\/td>\n<\/tr>\n
126<\/td>\nHBB-3225-3B Tensile Strength Reduction Factors for 21\/4Cr\u20101Mo <\/td>\n<\/tr>\n
127<\/td>\nHBB-3225-4 Tensile Strength Reduction Factors for 9Cr\u20101Mo\u2010V <\/td>\n<\/tr>\n
131<\/td>\nHBB-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
HBB-3352-1 Typical Butt Joints <\/td>\n<\/tr>\n
132<\/td>\nHBB-3354-1 Permissible Attachment Weld Location <\/td>\n<\/tr>\n
133<\/td>\nHBB-3361-1 Category A and B Joints Between Sections of Unequal Thickness <\/td>\n<\/tr>\n
134<\/td>\nHBB-3410.2-1 Typical Single Volute Casing
HBB-3410.2-2 Typical Double Volute Casing <\/td>\n<\/tr>\n
135<\/td>\nHBB-3421.11-1 Minimum Tangential Inlet and Outlet Wall Thickness <\/td>\n<\/tr>\n
137<\/td>\nHBB-3642.1-1 Bend Radius Versus Thickness <\/td>\n<\/tr>\n
142<\/td>\nHBB-4212-1 Permissible Time\/Temperature Conditions for Material Which Has Been Cold Worked >5% and <20% and Subjected to Short\u2010Time High Temperature Transients <\/td>\n<\/tr>\n
154<\/td>\nHBB-I-14.1(a) Permissible Base Materials for Structures Other Than Bolting <\/td>\n<\/tr>\n
155<\/td>\nHBB-I-14.1(b) Permissible Weld Materials <\/td>\n<\/tr>\n
156<\/td>\nHBB-I-14.2 So \u2014 Maximum Allowable Stress Intensity, ksi (MPa), for Design Condition Calculations <\/td>\n<\/tr>\n
157<\/td>\nHBB-I-14.3A Smt \u2014 Type 304 SS <\/td>\n<\/tr>\n
158<\/td>\nHBB-I-14.3A Smt \u2014 Allowable Stress Intensity Values, 1,000 psi, Type 304 SS \u2014 30\u2010YS, 75\u2010UTS (30\u2010YS, 70\u2010UTS) <\/td>\n<\/tr>\n
159<\/td>\nHBB-I-14.3B Smt \u2014 Type 316 SS <\/td>\n<\/tr>\n
160<\/td>\nHBB-I-14.3B Smt \u2014 Allowable Stress Intensity Values, 1,000 psi, Type 316 SS \u2014 30\u2010YS, 75\u2010UTS (30\u2010YS, 70\u2010UTS) <\/td>\n<\/tr>\n
161<\/td>\nHBB-I-14.3C Smt \u2014 Ni\u2010Fe\u2010Cr (Alloy 800H) <\/td>\n<\/tr>\n
162<\/td>\nHBB-I-14.3C Smt \u2014 Allowable Stress Intensity Values, ksi (MPa), Ni\u2010Fe\u2010Cr (Alloy 800H) <\/td>\n<\/tr>\n
163<\/td>\nHBB-I-14.3D Smt \u2014 21\/4Cr\u20101Mo <\/td>\n<\/tr>\n
164<\/td>\nHBB-I-14.3D Smt \u2014 Allowable Stress Intensity Values, ksi (MPa), 21\/4Cr\u20101Mo <\/td>\n<\/tr>\n
165<\/td>\nHBB-I-14.3E Smt \u2014 9Cr\u20101Mo\u2010V <\/td>\n<\/tr>\n
166<\/td>\nHBB-I-14.3E Smt \u2014 Allowable Stress Intensity Values, ksi (MPa), 9Cr\u20101Mo\u2010V <\/td>\n<\/tr>\n
167<\/td>\nHBB-I-14.4A St \u2014 Type 304 SS <\/td>\n<\/tr>\n
168<\/td>\nHBB-I-14.4A St \u2014 Allowable Stress Intensity Values, 1,000 psi (MPa), Type 304 SS <\/td>\n<\/tr>\n
169<\/td>\nHBB-I-14.4B St \u2014 Type 316 SS <\/td>\n<\/tr>\n
170<\/td>\nHBB-I-14.4B St \u2014 Allowable Stress Intensity Values, 1,000 psi (MPa), Type 316 SS <\/td>\n<\/tr>\n
171<\/td>\nHBB-I-14.4C St \u2014 Ni\u2010Fe\u2010Cr (Alloy 800H) <\/td>\n<\/tr>\n
172<\/td>\nHBB-I-14.4C St \u2014 Allowable Stress Intensity Values, ksi (MPa), Ni\u2010Fe\u2010Cr (Alloy 800H) <\/td>\n<\/tr>\n
173<\/td>\nHBB-I-14.4D St \u2014 21\/4Cr\u20101Mo <\/td>\n<\/tr>\n
174<\/td>\nHBB-I-14.4D St \u2014 Allowable Stress Intensity Values, ksi (MPa), 21\/4Cr\u20101Mo <\/td>\n<\/tr>\n
175<\/td>\nHBB-I-14.4E St \u2014 9Cr\u20101Mo\u2010V <\/td>\n<\/tr>\n
176<\/td>\nHBB-I-14.4E St \u2014 Allowable Stress Intensity Values, ksi (MPa), 9Cr\u20101Mo\u2010V <\/td>\n<\/tr>\n
177<\/td>\nHBB-I-14.5 Yield Strength Values, Sy, Versus Temperature <\/td>\n<\/tr>\n
178<\/td>\nHBB-I-14.6A Minimum Stress\u2010to\u2010Rupture <\/td>\n<\/tr>\n
179<\/td>\nHBB-I-14.6A Expected Minimum Stress\u2010to\u2010Rupture Values, 1,000 psi (MPa), Type 304 SS <\/td>\n<\/tr>\n
180<\/td>\nHBB-I-14.6B Minimum Stress\u2010to\u2010Rupture <\/td>\n<\/tr>\n
181<\/td>\nHBB-I-14.6B Expected Minimum Stress\u2010to\u2010Rupture Values, 1,000 psi (MPa), Type 316 SS <\/td>\n<\/tr>\n
182<\/td>\nHBB-I-14.6C Minimum Stress\u2010to\u2010Rupture \u2014 Ni\u2010Fe\u2010Cr (Alloy 800H) <\/td>\n<\/tr>\n
183<\/td>\nHBB-I-14.6C Expected Minimum Stress\u2010to\u2010Rupture Values, ksi (MPa), Ni\u2010Fe\u2010Cr (Alloy 800H) <\/td>\n<\/tr>\n
184<\/td>\nHBB-I-14.6D 21\/4Cr\u20101Mo \u2014 100% of the Minimum Stress\u2010to\u2010Rupture
HBB-I-14.6D 21\/4Cr\u20101Mo \u2014 Expected Minimum Stress\u2010to\u2010Rupture Values, ksi (MPa) <\/td>\n<\/tr>\n
185<\/td>\nHBB-I-14.6E Minimum Stress\u2010to\u2010Rupture, Alloy 718
HBB-I-14.6E Expected Minimum Stress\u2010to\u2010Rupture Values, ksi (MPa), Ni\u2010Cr\u2010Fe\u2010Mo\u2010Cb (Alloy 718) <\/td>\n<\/tr>\n
186<\/td>\nHBB-I-14.6F 9Cr\u20101Mo\u2010V \u2014 Expected Minimum Stress\u2010to\u2010Rupture, ksi (MPa)
HBB-I-14.6F 9Cr\u20101Mo\u2010V, Sr \u2014 Expected Minimum Stress\u2010to\u2010Rupture Values, ksi (MPa) <\/td>\n<\/tr>\n
187<\/td>\nHBB-I-14.10A-1 Stress Rupture Factors for Type 304 Stainless Steel Welded With SFA-5.22 E 308T and E 308LT; SFA-5.4 E 308 and E 308L; and SFA-5.9 ER 308 and ER 308L
HBB-I-14.10A-2 Stress Rupture Factors for Type 304 Stainless Steel Welded With SFA-5.22 EXXXT\u2010G (16\u20108\u20102 Chemistry); SFA-5.4 E 16\u20108\u20102; and SFA-5.9 ER 16\u20108\u20102 <\/td>\n<\/tr>\n
188<\/td>\nHBB-I-14.10A-3 Stress Rupture Factors for Type 304 Stainless Steel Welded With SFA-5.22 E 316T and E 316LT\u20101, \u20102, and \u20103; SFA-5.4 E 316 and E 316L; and SFA-5.9 ER 316 and ER 316L <\/td>\n<\/tr>\n
189<\/td>\nHBB-I-14.10B-1 Stress Rupture Factors for Type 316 Stainless Steel Welded With SFA-5.22 E 308T and E 308L T; SFA-5.4 E 308 and E 308L; and SFA-5.9 ER 308 and ER 308L <\/td>\n<\/tr>\n
190<\/td>\nHBB-I-14.10B-2 Stress Rupture Factors for Type 316 Stainless Steel Welded With SFA-5.22 EXXXT\u2010G (16\u20108\u20102 Chemistry); SFA-5.4 E 16\u20108\u20102; and SFA-5.9 ER 16\u20108\u20102 <\/td>\n<\/tr>\n
191<\/td>\nHBB-I-14.10B-3 Stress Rupture Factors for Type 316 Stainless Steel Welded With SFA-5.22 E 316T and E 316LT\u20101 and \u20102; SFA-5.4 E 316 and E 316L; and SFA-5.9 ER 316 and ER 316L <\/td>\n<\/tr>\n
192<\/td>\nHBB-I-14.10C-1 Stress Rupture Factors for Alloy 800H Welded With SFA-5.11 ENiCrFe\u20102 (INCO A) <\/td>\n<\/tr>\n
193<\/td>\nHBB-I-14.10C-2 Stress Rupture Factors for Alloy 800H Welded With SFA-5.14 ERNiCr\u20103 (INCO 82) <\/td>\n<\/tr>\n
194<\/td>\nHBB-I-14.10D-1 Stress Rupture Factors for 21\/4Cr\u20101Mo (60\/30) Welded With SFA-5.28 E 90C\u2010B3; SFA-5.28 ER 90S\u2010B3; SFA-5.5 E 90XX\u2010B3 ( > 0.05C); SFA-5.23 EB 3; SFA-5.23 ECB 3 ( > 0.05C); SFA-5.29 E 90T1\u2010B3 ( > 0.05C)
HBB-I-14.10E-1 Stress Rupture Factors for 9Cr\u20101Mo\u2010V Welded With SFA-5.28 ER 90S\u2010B9; SFA-5.5 E90XX\u2010B9; SFA-5.23 EB9 <\/td>\n<\/tr>\n
195<\/td>\nHBB-I-14.11 Permissible Materials for Bolting
HBB-I-14.12 So Values for Design Conditions Calculation of Bolting Materials So Maximum Allowable Stress Intensity, ksi (MPa) <\/td>\n<\/tr>\n
196<\/td>\nHBB-I-14.13A Smt \u2014 Allowable Stress Intensity, Type 304 SS, Bolting
HBB-I-14.13B Smt \u2014 Allowable Stress Intensity, Type 316 SS, Bolting <\/td>\n<\/tr>\n
197<\/td>\nHBB-I-14.13C Smt \u2014 Allowable Stress, Alloy 718, Bolting
HBB-I-14.13C Smt \u2014 Allowable Stress Values, ksi (MPa), Alloy 718, Bolting <\/td>\n<\/tr>\n
201<\/td>\nHBB-II-3000-1 Smt Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n
202<\/td>\nHBB-II-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
203<\/td>\nHBB-II-3000-3 Stress-to-Rupture (Minimum) for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n
204<\/td>\nHBB-II-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
205<\/td>\nHBB-II-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
206<\/td>\nHBB-II-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
207<\/td>\nHBB-II-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
208<\/td>\nHBB-II-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
209<\/td>\nHBB-II-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
210<\/td>\nHBB-II-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
211<\/td>\nHBB-II-3000-11 Design Fatigue Strain Range for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n
212<\/td>\nHBB-II-3000-12 Creep\u2013Fatigue Damage Envelope for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1 <\/td>\n<\/tr>\n
213<\/td>\nHBB-II-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
214<\/td>\nHBB-II-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-II-3000-1 Smt \u2014 Allowable Stress Intensity Values for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1, ksi (MPa) <\/td>\n<\/tr>\n
215<\/td>\nHBB-II-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-II-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-II-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-II-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
216<\/td>\nHBB-II-3000-6 Instantaneous Coefficient of Thermal Expansion Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
HBB-II-3000-7 Mean Coefficient of Thermal Expansion Versus Temperature for SA-533 Type B, Class 1 and SA-508 Grade 3, Class 1
HBB-II-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
222<\/td>\nHBB-T-1323 Temperatures at Which Sm = St at 105 hr <\/td>\n<\/tr>\n
223<\/td>\nHBB-T-1324 Values of the r and s Parameters <\/td>\n<\/tr>\n
225<\/td>\nHBB-T-1332-1 Effective Creep Stress Parameter Z for Simplified Inelastic Analysis Using Test Nos. B\u20101 and B\u20103 <\/td>\n<\/tr>\n
226<\/td>\nHBB-T-1332-2 Effective Creep Stress Parameter Z for Simplified Inelastic Analysis Using Test No. B\u20102 <\/td>\n<\/tr>\n
228<\/td>\nHBB-T-1411-1 <\/td>\n<\/tr>\n
230<\/td>\nHBB-T-1420-1A Design Fatigue Strain Range, \u03f5t, for 304 SS <\/td>\n<\/tr>\n
232<\/td>\nHBB-T-1420-1B Design Fatigue Strain Range, \u03f5t, for 316 SS <\/td>\n<\/tr>\n
234<\/td>\nHBB-T-1420-1C Design Fatigue Strain Range, \u03f5t, for Ni\u2010Fe\u2010Cr Alloy 800H <\/td>\n<\/tr>\n
236<\/td>\nHBB-T-1420-1D Design Fatigue Strain Range, \u03f5t, for 21\/4Cr\u20101Mo Steel <\/td>\n<\/tr>\n
237<\/td>\nHBB-T-1420-1E Design Fatigue Strain Range, \u03f5t, for 9Cr\u20101Mo\u2010V Steel <\/td>\n<\/tr>\n
238<\/td>\nHBB-T-1420-2 Creep\u2013Fatigue Damage Envelope <\/td>\n<\/tr>\n
240<\/td>\nHBB-T-1432-1 Stress\u2013Strain Relationship
HBB-T-1432-2 Inelastic Multiaxial Adjustments <\/td>\n<\/tr>\n
241<\/td>\nHBB-T-1432-3 Adjustment for Inelastic Biaxial Poisson\u2019s Ratio <\/td>\n<\/tr>\n
243<\/td>\nHBB-T-1433-1 Methods of Determining Relaxation
HBB-T-1433-2 Stress\u2010Relaxation Limits for Creep Damage <\/td>\n<\/tr>\n
244<\/td>\nHBB-T-1433-3 Stress\u2010Relaxation Limits for Creep Damage
HBB-T-1433-4 Envelope Stress\u2010Time History for Creep Damage Assessment <\/td>\n<\/tr>\n
246<\/td>\nHBB-T-1521-1 Time\u2010Independent Buckling Factors
HBB-T-1522-1 Time\u2010Dependent Load-Controlled Buckling Factors <\/td>\n<\/tr>\n
247<\/td>\nHBB-T-1522-1 Time\u2013Temperature Limits for Application of Section II External Pressure Charts <\/td>\n<\/tr>\n
248<\/td>\nHBB-T-1522-2 Time\u2013Temperature Limits for Application of Section II External Pressure Charts <\/td>\n<\/tr>\n
249<\/td>\nHBB-T-1522-3 Temperature Limits for Application of Section II External Pressure Charts <\/td>\n<\/tr>\n
250<\/td>\nHBB-T-1820-1 <\/td>\n<\/tr>\n
251<\/td>\nHBB-T-1800-A-1 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
252<\/td>\nHBB-T-1800-A-2 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
253<\/td>\nHBB-T-1800-A-3 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
254<\/td>\nHBB-T-1800-A-4 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
255<\/td>\nHBB-T-1800-A-5 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
256<\/td>\nHBB-T-1800-A-6 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
257<\/td>\nHBB-T-1800-A-7 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
258<\/td>\nHBB-T-1800-A-8 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
259<\/td>\nHBB-T-1800-A-9 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
260<\/td>\nHBB-T-1800-A-10 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
261<\/td>\nHBB-T-1800-A-11 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
262<\/td>\nHBB-T-1800-A-12 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
263<\/td>\nHBB-T-1800-A-13 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
264<\/td>\nHBB-T-1800-A-14 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
265<\/td>\nHBB-T-1800-A-15 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
266<\/td>\nHBB-T-1800-B-1 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
267<\/td>\nHBB-T-1800-B-2 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
268<\/td>\nHBB-T-1800-B-3 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
269<\/td>\nHBB-T-1800-B-4 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
270<\/td>\nHBB-T-1800-B-5 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
271<\/td>\nHBB-T-1800-B-6 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
272<\/td>\nHBB-T-1800-B-7 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
273<\/td>\nHBB-T-1800-B-8 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
274<\/td>\nHBB-T-1800-B-9 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
275<\/td>\nHBB-T-1800-B-10 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
276<\/td>\nHBB-T-1800-B-11 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
277<\/td>\nHBB-T-1800-B-12 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
278<\/td>\nHBB-T-1800-B-13 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
279<\/td>\nHBB-T-1800-B-14 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
280<\/td>\nHBB-T-1800-B-15 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
281<\/td>\nHBB-T-1800-C-1 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
282<\/td>\nHBB-T-1800-C-2 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
283<\/td>\nHBB-T-1800-C-3 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
284<\/td>\nHBB-T-1800-C-4 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
285<\/td>\nHBB-T-1800-C-5 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
286<\/td>\nHBB-T-1800-C-6 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
287<\/td>\nHBB-T-1800-C-7 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
288<\/td>\nHBB-T-1800-C-8 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
289<\/td>\nHBB-T-1800-C-9 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
290<\/td>\nHBB-T-1800-C-10 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
291<\/td>\nHBB-T-1800-C-11 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
292<\/td>\nHBB-T-1800-C-12 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
293<\/td>\nHBB-T-1800-D-1 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
294<\/td>\nHBB-T-1800-D-2 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
295<\/td>\nHBB-T-1800-D-3 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
296<\/td>\nHBB-T-1800-D-4 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
297<\/td>\nHBB-T-1800-D-5 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
298<\/td>\nHBB-T-1800-D-6 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
299<\/td>\nHBB-T-1800-D-7 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
300<\/td>\nHBB-T-1800-D-8 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
301<\/td>\nHBB-T-1800-D-9 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
302<\/td>\nHBB-T-1800-D-10 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
303<\/td>\nHBB-T-1800-D-11 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
304<\/td>\nHBB-T-1800-E-1 Average Isochronous Stress\u2013Strain Curves
HBB-T-1800-E-2 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
305<\/td>\nHBB-T-1800-E-3 Average Isochronous Stress\u2013Strain Curves
HBB-T-1800-E-4 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
306<\/td>\nHBB-T-1800-E-5 Average Isochronous Stress\u2013Strain Curves
HBB-T-1800-E-6 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
307<\/td>\nHBB-T-1800-E-7 Average Isochronous Stress\u2013Strain Curves
HBB-T-1800-E-8 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
308<\/td>\nHBB-T-1800-E-9 Average Isochronous Stress\u2013Strain Curves
HBB-T-1800-E-10 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
309<\/td>\nHBB-T-1800-E-11 Average Isochronous Stress\u2013Strain Curves <\/td>\n<\/tr>\n
311<\/td>\nHBB-U-1 Recommended Restrictions <\/td>\n<\/tr>\n
316<\/td>\nHBB-Y-3000-1 Conceptual Creep\u2013Fatigue Damage Envelope <\/td>\n<\/tr>\n
329<\/td>\nHCB-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
336<\/td>\nHCB-I-2000-1 Stress Range Reduction Factor
HCB-I-2000-2 Maximum Number of Cycles, N1, Permissible With f = 1 <\/td>\n<\/tr>\n
339<\/td>\nHCB-II-1000-1 Determination of Allowable Stress, S, for Class B Components <\/td>\n<\/tr>\n
341<\/td>\nHCB-II-2000-1 Allowable Stress Values for Ferritic Steel Class B Components <\/td>\n<\/tr>\n
346<\/td>\nHCB-II-2000-2 Allowable Stress Values for Class B Bolting Materials <\/td>\n<\/tr>\n
348<\/td>\nHCB-II-2000-3 Allowable Stress Values for Austenitic Steel Class B Components <\/td>\n<\/tr>\n
355<\/td>\nHCB-II-2000-4 Allowable Stress Values for High-Nickel Alloy Class B Components <\/td>\n<\/tr>\n
356<\/td>\nHCB-II-2000-5 Reduction Factors for Aging <\/td>\n<\/tr>\n
357<\/td>\nHCB-II-3000-1 Allowable Stress Values for Ferritic Steel Class B Components <\/td>\n<\/tr>\n
359<\/td>\nHCB-II-3000-2 Allowable Stress Values for Class B Bolting <\/td>\n<\/tr>\n
360<\/td>\nHCB-II-3000-3 Allowable Stress Values for Austenitic Steel Class B Components <\/td>\n<\/tr>\n
364<\/td>\nHCB-II-3000-4 Allowable Stress Values for High-Nickel Alloy Class B Components <\/td>\n<\/tr>\n
365<\/td>\nHCB-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
366<\/td>\nHCB-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
368<\/td>\nHCB-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
384<\/td>\nHGB-3217-1 Classification of Stress Intensity for Some Typical Cases <\/td>\n<\/tr>\n
387<\/td>\nHGB-3224-1 Use-Fractions for Membrane Stress
HGB-3224-2 Use-Fractions for Membrane Plus Bending Stress <\/td>\n<\/tr>\n
396<\/td>\nHGB-5223-1 Full Penetration Corner Weld Details for Category C Joints <\/td>\n<\/tr>\n
397<\/td>\nHGB-5224.2-1 Nozzles Joined by Full Penetration Corner Welds <\/td>\n<\/tr>\n
398<\/td>\nHGB-5224.3-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles <\/td>\n<\/tr>\n
399<\/td>\nHGB-5224.4-1 Oblique Connections <\/td>\n<\/tr>\n
404<\/td>\nHGB-II-2121-1 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n
406<\/td>\nHGB-II-2121-2 Design Stress Intensity Values, Sm, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n
408<\/td>\nHGB-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
411<\/td>\nHGB-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
418<\/td>\nHGB-II-3222.4-1 Design Fatigue Limits for Solution Annealed Type 304SS <\/td>\n<\/tr>\n
419<\/td>\nHGB-II-3222.4-2 Design Fatigue Limits for Solution Annealed Type 316SS <\/td>\n<\/tr>\n
420<\/td>\nHGB-II-3222.4-3 Design Fatigue Limits for Ni\u2013Cr\u2013Fe Alloy 800H <\/td>\n<\/tr>\n
421<\/td>\nHGB-II-3222.4-4 Design Fatigue Limits for 21\/4Cr\u20131Mo Steel <\/td>\n<\/tr>\n
422<\/td>\nHGB-II-3229-1 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n
424<\/td>\nHGB-II-3229-2 Yield Strength Values, Sy, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n
426<\/td>\nHGB-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
427<\/td>\nHGB-II-3229-4 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Core Support Structure Applications <\/td>\n<\/tr>\n
429<\/td>\nHGB-II-3229-5 Tensile Strength Values, Su, for Ferritic Steels at Elevated Temperatures in Threaded Structural Fastener Applications <\/td>\n<\/tr>\n
430<\/td>\nHGB-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
434<\/td>\nHGB-III-2000-1 Time-Independent Buckling Limits <\/td>\n<\/tr>\n
437<\/td>\nHGB-IV-1000-1 Time at Elevated Temperature, hr <\/td>\n<\/tr>\n
440<\/td>\nHHA-1400-1 Jurisdictional Boundary for Graphite Core Components and Assemblies \u2014 Circumferential Section View <\/td>\n<\/tr>\n
441<\/td>\nHHA-1400-2 Jurisdictional Boundary for Graphite Core Components and Assemblies \u2014 Longitudinal Section View <\/td>\n<\/tr>\n
458<\/td>\nHHA-3141-1 Dependence of Strength on Weight Loss in Uniformly Oxidized Graphite of Classes IIHP or INHP <\/td>\n<\/tr>\n
459<\/td>\nHHA-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
460<\/td>\nHHA-3221-1 Design Allowable Stresses Flowchart for SRC-1 Graphite Core Component <\/td>\n<\/tr>\n
463<\/td>\nHHA-4222-1 Prohibited and Controlled Substances <\/td>\n<\/tr>\n
471<\/td>\nMDS-1 Material Data Sheet (SI Units) <\/td>\n<\/tr>\n
472<\/td>\nMDS-2 Material Data Sheet (U.S. Customary) <\/td>\n<\/tr>\n
473<\/td>\nHHA-II-2000-1 Notes on Material Data Sheet, Forms MDS-1 and MDS-2 <\/td>\n<\/tr>\n
477<\/td>\nHHA-II-3100-1 Correction Factor T of the Shape Parameter M of Two-Parameter Weibull Distribution (\u03b3 = 0.95)
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
484<\/td>\nHHA-A-1100-1 <\/td>\n<\/tr>\n
485<\/td>\nHHA-1160-1 Extrusion <\/td>\n<\/tr>\n
486<\/td>\nHHA-1160-2 Molding <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 5 -2017 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 5, High Temperature Reactors<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2017<\/td>\n501<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363229,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363224","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\/363224","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\/363229"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363224"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363224"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363224"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}