ASME BPVC III 1 A 2013
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ASME BPVC – III – 1 – A -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Appendices
Published By | Publication Date | Number of Pages |
ASME | 2013 |
None
PDF Catalog
PDF Pages | PDF Title |
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38 | 1 Section III Appendices Reference Table |
50 | I-9.0 Tabulated Values of Sa, ksi, From Figures I-9.1 through I-9.4 |
51 | I-9.0M Tabulated Values of Sa, MPa, From Figures I-9.1M through I-9.4M |
52 | I-9.1 Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 700°F |
53 | I-9.1M Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 370°C |
54 | I-9.1 Tabulated Values of Sa, ksi (MPa), From Figures I-9.1 and I-9.1M |
55 | I-9.2 Design Fatigue Curves for Austenitic Steels, Nickel–Chromium–Iron Alloy, Nickel–Iron–Chromium Alloy, and Nickel–Copper Alloy for Temperatures Not Exceeding 800°F |
56 | I-9.2M Design Fatigue Curves for Austenitic Steels, Nickel–Chromium–Iron Alloy, Nickel–Iron–Chromium Alloy, and Nickel–Copper Alloy for Temperatures Not Exceeding 425°C |
57 | I-9.2 Tabulated Values of Sa, ksi (MPa), From Figures I-9.2 and I-9.2M |
58 | I-9.3 Design Fatigue Curves for Wrought 70 Copper–30 Nickel Alloy for Temperatures Not Exceeding 800°F |
59 | I-9.3M Design Fatigue Curves for Wrought 70 Copper–30 Nickel Alloy for Temperatures Not Exceeding 425°C |
60 | I-9.4 Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 700°F |
61 | I-9.4M Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 370°C |
62 | I-9.5 Design Fatigue Curves for Nickel–Chromium–Molybdenum–Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 800°F |
63 | I-9.5M Design Fatigue Curves for Nickel–Chromium–Molybdenum–Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 425°C |
64 | I-9.5 Tabulated Values of Sa, ksi (MPa), From Figures I-9.5 and I-9.5M |
65 | I-9.6 Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 600°F |
66 | I-9.6M Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 315°C |
67 | I-9.6 Tabulated Values of Sa, ksi (MPa), for Grade 9 Titanium From Figures I-9.6 and I-9.6M |
68 | I-9.7 Design Fatigue Curves for Nickel–Chromium Alloy 718 (SB-637 UNS N07718) for Design of 2 in. (50 mm) and Smaller Diameter Bolting for Temperatures Not Exceeding 800°F (427°C) |
69 | I-9.7 Tabulated Values of Sa, ksi (MPa), From Figure I-9.7 |
70 | I-9.8 Design Fatigue Curves (ksi) for Ductile Cast Iron |
71 | I-9.8M Design Fatigue Curves (MPa) for Ductile Cast Iron |
72 | I-9.8 Tabulated Values of Sa, ksi, From Figure I-9.8 |
73 | I-9.8M Tabulated Values of Sa, MPa, From Figure I-9.8M |
77 | II-1430-1 Construction for II-1430 |
78 | II-1520(c)-1 Construction of the Testing Parameters Ratio Diagram |
79 | II-1520(c)-2 Construction of the Testing Parameters Ratio Diagram for Accelerated Tests |
82 | II-2310-1 Schematic of Test Assembly |
83 | II-2330-1 Displacement D and Force F Recorded During Loading and Unloading of Test Specimen, With Linear Displacement |
84 | II-2440-1 Stress Intensification Increase Factor |
90 | N-1 Certificate Holder’s Data Report for Nuclear Vessels* |
92 | N-1A Certificate Holder’s Data Report for Nuclear Vessels* |
93 | N-2 Certificate Holder’s Data Report for Identical Nuclear Parts and Appurtenances |
95 | N-3 Owner’s Data Report for Nuclear Power Plant Components* |
97 | N-5 Certificate Holder’s Data Report for Installation or Shop Assembly or Nuclear Power Plant Components, Supports, and Appurtenances |
99 | N-6 Certificate Holders’ Data Report for Storage Tanks* |
101 | NPP-1 Certificate Holder’s Data Report For Fabricated Nuclear Piping Subassemblies |
103 | NPV-1 Certificate Holder’s Data Report for Nuclear Pumps or Valves* |
105 | NV-1 Certificate Holder’s Data Report for Pressure or Vacuum Relief Valves* |
107 | NCS-1 Certificate Holder’s Data Report for Core Support Structures* |
108 | NF-1 Certificate Holder’s Data Report for Supports* |
110 | NM-1 Certificate Holder’s Data Report for Tubular Products and Fittings Welded with Filler Metal* |
111 | NS-1 Certificate Holder’s Certificate of Conformance for Welded Supports* |
113 | C-1 Certificate Holder’s Data Report for Concrete Reactor Vessels and Containments* |
115 | V-1000 Guide for Preparation of Data Report Forms |
121 | VI-1132-1 Maximum Size of Nonrelevant Indications and Acceptable Rounded Indications — Examples Only |
122 | VI-1134-1 Aligned Rounded Indications |
123 | VI-1134-2 Groups of Aligned Rounded Indications |
124 | VI-1136-1 Charts for t Equal to 1/8 in. to 1/4 in. (3 mm to 6 mm), Inclusive VI-1136-2 Charts for t Over 1/4 in. to 3/8 in. (6 mm to 10 mm), Inclusive |
125 | VI-1136-3 Charts for t Over 3/8 in. to 3/4 in. (10 mm to 19 mm), Inclusive |
126 | VI-1136-4 Charts for t Over 3/4 in. to 2 in. (19 mm to 50 mm), Inclusive |
127 | VI-1136-5 Charts for t Over 2 in. to 4 in. (50 mm to 100 mm), Inclusive |
128 | VI-1136-6 Charts for t Over 4 in. (100 mm) |
133 | XI-3120-1 Types of Flanges |
137 | XI-3221.1-1 Gasket Materials and Contact Facings |
139 | XI-3221.1-2 Effective Gasket Width |
140 | XI-3230-1 Moment Arms for Flange Loads |
141 | XI-3240-1 Flange Factors in Formula Form |
143 | XI-3240-1 Values of T, U, Y, and Z (Terms Involving K) |
144 | XI-3240-2 Values of F (Integral Flange Factors) |
145 | XI-3240-3 Values of V (Integral Flange Factors) |
146 | XI-3240-4 Values of FL (Loose Hub Flange Factors) XI-3240-5 Values of VL (Loose Hub Flange Factors) |
147 | XI-3240-6 Values of f (Hub Stress Correction Factor) |
154 | XIII-1130-1 Classification of Stress Intensity in Vessels for Some Typical Cases |
156 | XIII-1141-1 Stress Categories and Limits of Stress Intensity |
158 | XIII-1153(a)-1 Values of m, n, and Tmax for Various Classes of Permitted Materials |
160 | XIII-2122-1 Direction of Stress Components |
161 | XIII-2123-1 Nozzles in Spherical Shells and Formed Heads XIII-2123-2 Nozzles in Cylindrical Shells |
162 | XIII-2124(e)-1 Nozzle Nomenclature and Dimensions |
168 | XVIII-1110-1 Superheat Correction Factor Ksh |
170 | XVIII-1110-1M Superheat Correction Factor Ksh |
172 | XVIII-1110-1 Constant C for Gas or Vapor Related to Ratio of Specific Heats (k = cp/cv) XVIII-1110(a)-1 Molecular Weights of Gases and Vapors |
173 | XVIII-1110-1M Constant C for Gas or Vapor Related to Ratio of Specific Heats (k =cp/cv) XVIII-1140-1 Flow Capacity Curve for Rating Nozzle Type Safety Valves on Saturated Water (Based on 10% Overpressure) |
174 | XVIII-1140-1M Flow Capacity Curve for Rating Nozzle Type Safety Valves on Saturated Water (Based on 10% Overpressure) |
175 | XIX-1110-1 Applicable Configurations of Flat Heads |
176 | XIX-1110-2 Integral Flat Head With Large Central Opening |
181 | XXII-1200-1 Values of Δ for Junctions at the Large Cylinder for α ≤ 60 deg |
187 | A-1 Design Specification (Div. 1 and 2) |
188 | A-2 Design Report |
189 | A-3 Overpressure Protection Report (Div. 1 and 2) A-4 Design Specification (Div. 3) |
190 | B1 Design Specification — Divisions 1 and 2 A-5 Fabrication Specification (Div. 3) |
191 | B2 Design Report — Division 1 B3 Overpressure Protection Report — Divisions 1 and 2 B4 Load Capacity Data Sheet — Division 1 |
192 | B5 Construction Specification, Design Drawings, and Design Report — Division 2 B6 Design Specification — Division 3 B7 Design Report — Division 3 B8 Fabrication Specification — Division 3 |
194 | XXIV-1000 Standard Units for Use in Equations |
197 | A-2120-1 |
202 | A-3120-1 |
208 | A-5120-1 |
209 | A-5212-1 A-5213-1 A-5221-1 |
210 | A-5222-1 |
211 | A-5240-1 |
213 | A-6230-1 |
214 | A-6230-2 |
215 | A-6230-3 A-6230-4 A-6230-5 |
221 | A-8120-1 |
222 | A-8131-1 |
223 | A-8132.1-1 A-8132.2-1 A-8132.3-1 A-8132.4-1 |
224 | A-8142-1 |
225 | A-8142-2 |
226 | A-8142-3 |
228 | A-8142-4 |
229 | A-8142-5 |
230 | A-8142-6 |
231 | A-8143.2-1 |
232 | A-8153-1 |
234 | A-9210(d)-1 Interaction Curve for Beams Subject to Bending and Shear or to Bending, Shear, and Direct Loads |
235 | A-9210(d)-1 Interaction Equations for Common Beam Shapes |
236 | A-9521(b)-1 |
237 | A-9523.1-1 Sign Convention and Nomenclature A-9531-1 Bending and Shear Stresses |
239 | A-9532(c)(3)-1 Interaction Exponent |
240 | A-9533(b)-1 Interaction Curve for Bending and Tension A-9541-1 Trapezoidal stress–Strain Relationship |
241 | A-9541-2 Ultimate and Yield Trapezoidal Intercept Stresses A-9541-3 Linearized Ultimate and Yield Bending Stresses for Rectangular Section |
242 | A-9541-4 Proportional Limit as a Function of Yield Stress |
243 | A-9542-1 Linearized Bending Stress Versus Allowable Stress for SA-672 A50 Material at 600°F (316°C) |
247 | B-2123-1 Time‐Dependent Load Information |
264 | D-1210-1 Suggested Minimum Preheat Temperatures |
268 | E-1210-1 Gasket Materials and Contact Facings |
270 | E-1210-2 Effective Gasket Width |
273 | F-1200-1 Level D Service Limits — Components and Supports Elastic System Analysis Acceptance Criteria |
283 | G-2210-1 |
284 | G-2210-1M |
285 | G-2214-1 |
286 | G-2214-1M |
287 | G-2214-2 |
298 | L-3191-1 Bolt Hole Flexibility Factor |
299 | L-3191-2 Flange Dimensions and Forces |
300 | L-3212-1 Trial Flange Thickness and Area of Bolting for Various Groups of Assemblies and Flange Categories |
301 | L-3230-1 Group 1 Flange Assembly (Identical Flange Pairs) |
302 | L-3230-2 Group 2 Flange Assembly L-3230-3 Group 3 Flange Assembly |
303 | L-3240-1 Summary of Applicable Equations for Different Groups of Assemblies and Different Categories of Flanges |
311 | N-1211(a)-1 Horizontal Design Response Spectra Scaled to 1g Horizontal Ground Acceleration |
312 | N-1211(a)-1 Horizontal Design Response Spectra Relative Values of Spectrum Amplification Factors for Control Points |
313 | N-1211(b)-1 Vertical Design Response Spectra Scaled to 1g Horizontal Ground Acceleration |
314 | N-1211(b)-1 Vertical Design Response Spectra Relative Values of Spectrum Amplification Factors for Control Points |
315 | N-1211(a)-1M Horizontal Design Response Spectra Scaled to 1g Horizontal Ground Acceleration |
316 | N-1211(b)-1M Vertical Design Response Spectra Scaled to 1g Horizontal Ground Acceleration |
323 | N-1225.1.1(b)-1 Minimum Support Load Factor |
325 | N-1226-1 Suggested Frequencies, Hz, for Calculation of Ground and Floor Response Spectra |
326 | N-1226-1 Response Spectrum Peak Broadening and Peak Amplitude |
328 | N-1226-2 Use of Floor Spectra When Several Equipment Frequencies Are Within the Widened Spectral Peak |
332 | N-1228.3-1 Coefficients for a Component of Shear for a Unit Displacement of a Nondatum Support |
333 | N-1230-1 Damping Values |
339 | N-1311-1 Added Mass for Lateral Acceleration of Structures in a Fluid Reservoir |
340 | N-1311-2 Guidelines for Damping of Flow‐Induced Vibration |
341 | N-1321-1 Vortices Shed From a Circular Cylinder N-1321-2 Some Typical Cross Sections of Bluff Bodies That Can Experience Vortex Shedding |
343 | N-1323-1 Synchronization of the Vortex Shedding Frequency and the Tube Natural Frequency for a Single, Flexibly‐Mounted Circular Cylinder |
344 | N-1324.2(a)-1 Semiempirical Correlations for Predicting Resonant Vortex‐Induced Vibration Amplitude |
346 | N-1331-1 Response of a Tube Bank to Cross Flow (Ref. [115]) |
347 | N-1331-2 Tube Vibration Patterns at Fluidelastic Instability for a Four‐Tube Row (Ref. [118]) |
348 | N-1331-3 Tube Arrangements |
349 | N-1331-4 Stability Diagram |
353 | N-1343-1 Random Excitation Coefficient for Arrays in Cross Flow (Ref. [100]) |
356 | N-1430-1 Vibration Forms for Circular Cylindrical Shells |
359 | N-1451-1 Comparison of Fritz and Kiss Solution With Exact Solution |
362 | N-1470-1 Imaginary Part of Z as a Function of b/a for Selected Value of S (Ref. [146]) |
364 | N-1722.2-1 Definition of Notation |
366 | N-1723.1-1 N-1723.1-2 |
367 | N-1723.1-3 N-1723.1-4 |
375 | O-1120(e)-1 Application Point of Venting Force F O-1120(e)-2 Limiting Safety Valve Arrangements and Dimensions |
383 | Q-1130-1 Typical Hub and Clamp |
384 | Q-1130-2 Typical Clamp Lug Configurations |
386 | Q-1180-1 Allowable Design Stress for Clamp Connections |
388 | R-1200-1 Determination of Permissible Lowest Service Metal Temperature |
391 | S-1600-1 Typical Centrifugal Pump Shaft Failure Locations |
393 | S-2300-1 Steps in the Design of a Pump Shaft |
397 | T-1213-1 Illustrations of Angular Dimensions — Pipe Legs, Valves, Supports, Bends |
398 | T-1213-2 Illustrations of Linear Dimensions |
399 | T-1222-1 Branch/Run Size Combinations |
402 | U-1600-1 Summary of Requirements |
403 | U-1500-1 Typical for Type A, C, E, F, and/or Some J (NB‐3400) Pumps |
404 | U-1500-2 Typical for Type B and D Pumps (NC-3400 and ND‐3400) |
405 | U-1500-3 Typical for Type G and H Pumps (NC-3400 and ND‐3400) |
406 | U-1500-4 Typical for Type K Pumps (NC-3400 and ND‐3400) |
407 | U-1500-5 Typical for Type L Pumps (NC-3400 and ND‐3400) |
408 | U-1500-6 Reciprocating Plunger Pump (NC-3400 and ND‐3400) |
410 | U-1500-7 Typical for Type A and C Pumps (NC-3400 and ND‐3400) |
411 | U-1610-1 Materials for Pump Internal Items for Class 1, 2, and 3 Pumps |
418 | W-2100-1 Environmental Conditions Required for SCC |
443 | Y-2300-1 Nomenclature Illustration |
446 | Y-3300-1 Nomenclature Illustration |
449 | Y-4200-1 Weld Type Illustration Y-4300-1 Nomenclature Illustration |
452 | Y-5300-1 Nomenclature Illustration |
463 | BB-3300-1 Bellows Configuration and Wrap Angle, α |
470 | CC-3120-1 Correlation of Service Loadings and Stress Limit Coefficients |
475 | DD-1100-1 Polyethylene Material Organization Responsibilities Per NCA-3970 |
477 | EE-1120-1 Typical Engineering Tensile Stress–Strain Curve [1] |
478 | EE-1120-2 Comparison of Engineering and True Stress–Strain Curves (Ref. [1]) |
479 | EE-1150-1 Examples of Triaxiality Factor Calculations |
482 | EE-1230-1 Quasi-static Tensile Test Results for 304/304L Base and Welded Material at 300°F (149°C) |
483 | EE-1230-2 Quasi-static Tensile Test Results for 316/316L Base and Welded Material at 300°F (149°C) EE-1230-3 Comparison of Base and Welded 304/304L Material to Identical Impact Tests at −20°F (−29°C) |
484 | EE-1230-4 Comparison of Base and Welded 316/316L Material to Identical Impact Tests at −20°F (−29°C) EE-1250-1 Factors for Specified Strain Rates |
487 | FF-1122-1 Permitted Material Specifications and Products |