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ASME BPVC III A 2021

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ASME BPVC – III – A -2021 BPVC Section III, Rules for Construction of Nuclear Facility Components, Subsection NCA, General Requirements for Division 1 and Division 2

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ASME 2021 715
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This Subsection contains appendices, both mandatory and nonmandatory for Section III, Division 1 (Subsection NCA through NG) and Division 2, including a listing of design and design analysis methods and information, and Data Report Forms. These appendices are referenced by and are an integral part of Subsection NCA through NG and Division 2. Careful application of this Section will help users to comply with applicable regulations within their jurisdictions, while achieving the operational, cost and safety benefits to be gained from the many industry best-practices detailed within these volumes. Intended for manufacturers, users, constructors, designers and others concerned with the design, fabrication, assembly, erection, examination, inspection and testing of pressure vessels, plus all potential governing entities.

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54 1 Section III Appendices Reference Table
66 I-9.0 Tabulated Values of Sa, ksi, From Figures I-9.1 Through I-9.4
67 I-9.0M Tabulated Values of Sa, MPa, From Figures I-9.1M Through I-9.4M
68 I-9.1 Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 700°F
69 I-9.1M Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 370°C
70 I-9.1 Tabulated Values of Sa, ksi (MPa), From Figures I-9.1 and I-9.1M
71 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
72 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
73 I-9.2 Tabulated Values of Sa, ksi (MPa), From Figures I-9.2 and I-9.2M
74 I-9.3 Design Fatigue Curves for Wrought 70 Copper–30 Nickel Alloy for Temperatures Not Exceeding 800°F
75 I-9.3M Design Fatigue Curves for Wrought 70 Copper–30 Nickel Alloy for Temperatures Not Exceeding 425°C
76 I-9.4 Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 700°F
77 I-9.4M Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 370°C
78 I-9.5 Design Fatigue Curves for Nickel–Chromium–Molybdenum–Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 800°F
79 I-9.5M Design Fatigue Curves for Nickel–Chromium–Molybdenum–Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 425°C
80 I-9.5 Tabulated Values of Sa, ksi (MPa), From Figures I-9.5 and I-9.5M
81 I-9.6 Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 600°F
82 I-9.6M Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 315°C
83 I-9.6 Tabulated Values of Sa, ksi (MPa), for Grade 9 Titanium From Figures I-9.6 and I-9.6M
84 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)
85 I-9.7 Tabulated Values of Sa, ksi (MPa), From Figure I-9.7
86 I-9.8 Design Fatigue Curves, ksi, for Ductile Cast Iron
87 I-9.8M Design Fatigue Curves, MPa, for Ductile Cast Iron
88 I-9.8 Tabulated Values of Sa, ksi, From Figure I-9.8
89 I-9.8M Tabulated Values of Sa, MPa, From Figure I-9.8M
93 II-1430-1 Construction for II-1430
96 II-1520(c)-1 Construction of the Testing Parameters Ratio Diagram
97 II-1520(c)-2 Construction of the Testing Parameters Ratio Diagram for Accelerated Tests
99 II-2310-1 Schematic of Test Assembly
100 II-2330-1 Displacement D and Force F Recorded During Loading and Unloading of Test Specimen, With Linear Displacement
101 II-2440-1 Stress Intensification Increase Factor
106 N-1 Certificate Holder’s Data Report for Nuclear Vessels*
108 N-1A Certificate Holder’s Data Report for Nuclear Vessels*
109 N-2 Certificate Holder’s Data Report for Identical Nuclear Parts
111 V-1000-1 Guide for Completing Manufacturer’s Data Report, Form N-2
112 N-2A Certificate Holder’s Data Report for Identical Appurtenances
114 N-3 Owner’s Data Report for Nuclear Power Plant Components*
116 N-5 Certificate Holder’s Data Report for Installation or Shop Assembly or Nuclear Power Plant Components, Supports, and Appurtenances
118 N-6 Certificate Holders’ Data Report for Storage Tanks*
120 NPP-1 Certificate Holder’s Data Report for Fabricated Nuclear Piping Subassemblies
122 NPV-1 Certificate Holder’s Data Report for Nuclear Pumps or Valves*
124 NV-1 Certificate Holder’s Data Report for Pressure or Vacuum Relief Valves*
126 NCS-1 Certificate Holder’s Data Report for Core Support Structures*
127 NF-1 Certificate Holder’s Data Report for Supports*
129 NM-1 Certificate Holder’s Data Report for Tubular Products and Fittings Welded With Filler Metal*
130 NS-1 Certificate Holder’s Certificate of Conformance for Welded Supports*
132 C-1 Certificate Holder’s Data Report for Concrete Reactor Vessels and Containments*
134 G-1 GC Certificate Holder’s Data Report for Graphite Core Assemblies
136 G-2 GC or Graphite Quality System Certificate Holder’s Data Report for Machined Graphite Core Components
138 G-4 GC or Graphite Quality System Certificate Holder’s or GQSC Holder’s Data Report for Installation of Graphite Core Components
140 V-1000 Guide for Preparation of Data Report Forms
145 VI-1132-1 Maximum Size of Nonrelevant Indications and Acceptable Rounded Indications — Examples Only
146 VI-1134-1 Aligned Rounded Indications
147 VI-1134-2 Groups of Aligned Rounded Indications
148 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
149 VI-1136-3 Charts for t Over 3/8 in. to 3/4 in. (10 mm to 19 mm), Inclusive
VI-1136-4 Charts for t Over 3/4 in. to 2 in. (19 mm to 50 mm), Inclusive
150 VI-1136-5 Charts for t Over 2 in. to 4 in. (50 mm to 100 mm), Inclusive
151 VI-1136-6 Charts for t Over 4 in. (100 mm)
156 XI-3120-1 Types of Flanges
160 XI-3221.1-1 Gasket Materials and Contact Facings
162 XI-3221.1-2 Effective Gasket Width
163 XI-3230-1 Moment Arms for Flange Loads
164 XI-3240-1 Flange Factors in Formula Form
166 XI-3240-1 Values of T, U, Y, and Z (Terms Involving K)
167 XI-3240-2 Values of F (Integral Flange Factors)
168 XI-3240-3 Values of V (Integral Flange Factors)
169 XI-3240-4 Values of FL (Loose Hub Flange Factors)
XI-3240-5 Values of VL (Loose Hub Flange Factors)
170 XI-3240-6 Values of f (Hub Stress Correction Factor)
177 XIII-1300-1 Example of Acceptable Local Primary Membrane Stress Due to Pressure
179 XIII-1300-2 Examples of Reversing and Nonreversing Dynamic Loads
182 XIII-2100-1 Stress Classification Combinations
185 XIII-2600-1 Classification of Stresses in Vessels for Some Typical Cases
186 XIII-2600-2 Classification of Stresses in Piping, Typical Cases
188 XIII-3110-1 Primary Stress Intensity Limits
190 XIII-3200-1 Collapse Load Factors
192 XIII-3450-1 Values of m, n, and Tmax for Various Classes of Permitted Materials
197 XIII-3770-1 Local Thin Area in a Cylindrical Shell
201 XIII-I-1 Cross-Reference List for NB-3200 and Appendix XIII
203 XVIII-1110-1 Superheat Correction Factor, Ksh
205 XVIII-1110-1M Superheat Correction Factor, Ksh
207 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
208 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)
209 XVIII-1140-1M Flow Capacity Curve for Rating Nozzle Type Safety Valves on Saturated Water (Based on 10% Overpressure)
211 XIX-1110-1 Applicable Configurations of Flat Heads
212 XIX-1110-2 Integral Flat Head With Large Central Opening
216 XXII-1200-1 Values of Δ for Junctions at the Large Cylinder for α ≤ 60 deg
227 S2-1 Design Specification — Divisions 1 Through 3 and 5
229 S2-2 Design Report — Divisions 1, 3, and 5 (Excluding Nonmetallic CSS)
231 S2-3 Load Capacity Data Sheet or Certified Design Report Summary — Divisions 1 and 5
232 S2-4 Fabrication Specification — Division 3
233 S2-5 Overpressure Protection Report — Divisions 1, 2, and 5
234 S2-6 Construction Specification, Design Drawings, and Design Report — Divisions 2 and 5 (Nonmetallic CSS)
237 S4-1 Design Specification (Div. 1, 2, and 5)
S4-2 Design Report
238 S4-3 Overpressure Protection Report (Div. 1, 2, and 5)
S4-4 Design Specification (Div. 3)
239 S4-5 Fabrication Specification (Div. 3)
S4-6 Construction Specification (Div. 2)
240 XXIV-1000 Standard Units for Use in Equations
244 XXVI-2221-1 Certification Requirements for Polyethylene Compound
247 XXVI-2234-1 Thrust Collars
250 XXVI-2511-1 Minimum Quality Testing Requirements for Polyethylene Compound Lots
251 XXVI-2512-1 Minimum Quality Testing Requirements for Natural Compound Lots
XXVI-2513-1 Testing Requirements for Pigment Concentrate Compound Lots
252 XXVI-2520(a)-1 Minimum Quality Testing Requirements for Polyethylene Source Material
XXVI-2520(a)-2 Minimum Quality Testing Requirements for Polyethylene Material — Pipe
261 XXVI-3131-1(a) Long-Term Allowable Stress, S, for Polyethylene, psi
XXVI-3131-1M(a) Long-Term Allowable Stress, S, for Polyethylene, MPa
262 XXVI-3132-1 Nomenclature for Mitered Elbows
XXVI-3131-1(b) Elevated Temperature Allowable Stress, S, for Polyethylene, psi (MPa)
XXVI-3132-1 Geometric Shape Ratings (GSR)
263 XXVI-3133-1 SA, Allowable Secondary Stress Limit, psi
XXVI-3133-1M SA, Allowable Secondary Stress Limit, MPa
XXVI-3210-1 Maximum Allowable Ring Deflection, Ωmax
264 XXVI-3210-2 Soil Support Factor, FS
XXVI-3210-3 Modulus of Elasticity of Polyethylene Pipe, Epipe, psi
XXVI-3210-3M Modulus of Elasticity of Polyethylene Pipe, Epipe, MPa
265 XXVI-3220-1 Allowable Sidewall Compression Stress, Scomp (psi)
XXVI-3220-1M Allowable Sidewall Compression Stress, Scomp (MPa)
XXVI-3221.2-1 Ovality Correction Factor, fO
XXVI-3223-1 Design and Service Level Longitudinal Stress Factor, K′
XXVI-3223-2 Short Duration (5 min) Allowable Longitudinal Tensile Stress
266 XXVI-3311-1 Stress Indices, Flexibility, and Stress Intensification Factors for PE Piping Components
269 XXVI-4110-1 Thermal Fusion Butt Joint
270 XXVI-4110-2 Electrofusion Joint
272 XXVI-4230-1 Tapered Transition Joint
275 XXVI-4334-1 Butt Fusing Procedure Specification Variables
276 XXVI-4334-2 Electrofusion Procedure Specification Variables
278 XXVI-4520-1 Transition Flange Arrangement
XXVI-4520-2 Transition Flange Arrangement (HDPE to HDPE)
279 XXVI-4521.1-1 Torque Increments for Flanged Joints
282 XXVI-5220-1 Fusion Pipe Joint Examination Volume
XXVI-5220-2 Electrofusion Joint Examination Volume
283 XXVI-5321-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross-Section View)
284 XXVI-5330-1 Laminar Flaws
292 XXVI-I-100-1 PE Standards and Specifications Referenced in Text
294 XXVI-IIA-421 Requirements of an Ultrasonic Examination Procedure for HDPE Techniques
295 XXVI-IIB-421.1-1 Requirements of a Microwave Examination Procedure for HDPE Techniques
298 NM(PE)-2 Data Report for Nonmetallic Batch-Produced Products Requiring Fusing
299 XXVI-A-110-1 Fusion Standards and Specifications Referenced in Text
302 XXVI-B-1 Unacceptable Fusion Bead Configurations
303 XXVI-C-100-1 Seismic Strain Limits
308 XXVI-E-1 Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 40/STD Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 25 ksi Allowable Stress
309 XXVI-E-1M Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 40/STD Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 172 MPa Allowable Stress
310 XXVI-E-2 Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 80/XS Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 25 ksi Allowable Stress
311 XXVI-E-2M Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 80/XS Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 172 MPa Allowable Stress
312 XXVI-E-3 Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 40/STD Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 35 ksi Allowable Stress
313 XXVI-E-3M Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 40/STD Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 241 MPa Allowable Stress
314 XXVI-E-4 Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 80/XS Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 35 ksi Allowable Stress
315 XXVI-E-4M Nominal Bolt Torque Values and Maximum Design Pressure for Schedule 80/XS Class 150 Flat Face Metallic-to-PE Flanged Joints, Bolting Material With 241 MPa Allowable Stress
316 XXVI-E-5 Nominal Bolt Torque Values and Maximum Design Pressure for PE-to-PE Flanged Joints, Bolting Material With 25 ksi Allowable Stress
317 XXVI-E-5M Nominal Bolt Torque Values and Maximum Design Pressure for PE-to-PE Flanged Joints, Bolting Material With 172 MPa Allowable Stress
318 XXVI-E-6 Nominal Bolt Torque Values and Maximum Design Pressure for PE-to-PE Flanged Joints, Bolting Material With 35 ksi Allowable Stress
319 XXVI-E-6M Nominal Bolt Torque Values and Maximum Design Pressure for PE-to-PE Flanged Joints, Bolting Material With 241 MPa Allowable Stress
326 A-2120-1
331 A-3120-1
337 A-5120-1
338 A-5212-1
A-5213-1
A-5221-1
339 A-5222-1
340 A-5240-1
342 A-6230-1
343 A-6230-2
344 A-6230-3
A-6230-4
A-6230-5
350 A-8120-1
351 A-8131-1
352 A-8132.1-1
A-8132.2-1
A-8132.3-1
353 A-8132.4-1
A-8142-1
354 A-8142-2
355 A-8142-3
357 A-8142-4
358 A-8142-5
359 A-8142-6
360 A-8143.2-1
361 A-8153-1
363 A-9210(d)-1 Interaction Curve for Beams Subject to Bending and Shear or to Bending, Shear, and Direct Loads
364 A-9210(d)-1 Interaction Equations for Common Beam Shapes
366 A-9523.1-1 Sign Convention and Nomenclature
A-9521(b)-1
367 A-9531-1 Bending and Shear Stresses
368 A-9532(c)(3)-1 Interaction Exponent
369 A-9533(b)-1 Interaction Curve for Bending and Tension
A-9541-1 Trapezoidal Stress–Strain Relationship
370 A-9541-2 Ultimate and Yield Trapezoidal Intercept Stresses
A-9541-3 Linearized Ultimate and Yield Bending Stresses for Rectangular Section
371 A-9541-4 Proportional Limit as a Function of Yield Stress
372 A-9542-1 Linearized Bending Stress Versus Allowable Stress for SA-672 A50 Material at 600°F (316°C)
376 B-2123-1 Time‐Dependent Load Information
393 D-1210-1 Suggested Minimum Preheat Temperatures
400 G-2210-1
401 G-2210-1M
403 G-2214-1
404 G-2214-1M
405 G-2214-2
416 L-3191-1 Bolt Hole Flexibility Factor
417 L-3191-2 Flange Dimensions and Forces
418 L-3212-1 Trial Flange Thickness and Area of Bolting for Various Groups of Assemblies and Flange Categories
420 L-3230-1 Group 1 Flange Assembly (Identical Flange Pairs)
L-3230-2 Group 2 Flange Assembly
421 L-3230-3 Group 3 Flange Assembly
L-3240-1 Summary of Applicable Equations for Different Groups of Assemblies and Different Categories of Flanges
430 N-1211(a)-1 Horizontal Design Response Spectra Scaled to 1g Horizontal Ground Acceleration
431 N-1211(a)-1 Horizontal Design Response Spectra Relative Values of Spectrum Amplification Factors for Control Points
432 N-1211(b)-1 Vertical Design Response Spectra Scaled to 1g Horizontal Ground Acceleration
433 N-1211(b)-1 Vertical Design Response Spectra Relative Values of Spectrum Amplification Factors for Control Points
434 N-1211(a)-1M Horizontal Design Response Spectra Scaled to 1g Horizontal Ground Acceleration
435 N-1211(b)-1M Vertical Design Response Spectra Scaled to 1g Horizontal Ground Acceleration
443 N-1225.1.1(b)-1 Minimum Support Load Factor
445 N-1226-1 Suggested Frequencies, Hz, for Calculation of Ground and Floor Response Spectra
446 N-1226-1 Response Spectrum Peak Broadening and Peak Amplitude
448 N-1226-2 Use of Floor Spectra When Several Equipment Frequencies Are Within the Widened Spectral Peak
452 N-1228.3-1 Coefficients for a Component of Shear for a Unit Displacement of a Nondatum Support
453 N-1230-1 Damping Values
458 N-1311-1 Added Mass for Lateral Acceleration of Structures in a Fluid Reservoir
460 N-1321-1 Vortices Shed From a Circular Cylinder
N-1311-2 Guidelines for Damping of Flow‐Induced Vibration
461 N-1321-2 Some Typical Cross Sections of Bluff Bodies That Can Experience Vortex Shedding
463 N-1323-1 Synchronization of the Vortex Shedding Frequency and the Tube Natural Frequency for a Single, Flexibly‐Mounted Circular Cylinder
464 N-1324.2(a)-1 Semiempirical Correlations for Predicting Resonant Vortex‐Induced Vibration Amplitude
466 N-1331-1 Response of a Tube Bank to Cross Flow (Ref. [115])
467 N-1331-2 Tube Vibration Patterns at Fluid-Elastic Instability for a Four‐Tube Row (Ref. [118])
468 N-1331-3 Tube Arrangements
469 N-1331-4 Stability Diagram
473 N-1343-1 Random Excitation Coefficient for Arrays in Cross Flow (Ref. [100])
476 N-1430-1 Vibration Forms for Circular Cylindrical Shells
479 N-1451-1 Comparison of Fritz and Kiss Solution With Exact Solution
482 N-1470-1 Imaginary Part of Z as a Function of b/a for Selected Value of S (Ref. [146])
484 N-1722.2-1 Definition of Notation
486 N-1723.1-1
N-1723.1-2
487 N-1723.1-3
N-1723.1-4
496 O-1120(e)-1 Application Point of Venting Force F
O-1120(e)-2 Limiting Safety Valve Arrangements and Dimensions
504 Q-1130-1 Typical Hub and Clamp
505 Q-1130-2 Typical Clamp Lug Configurations
507 Q-1180-1 Allowable Design Stress for Clamp Connections
509 R-1200-1 Determination of Permissible Lowest Service Metal Temperature
512 S-1600-1 Typical Centrifugal Pump Shaft Failure Locations
514 S-2300-1 Steps in the Design of a Pump Shaft
518 T-1213-1 Illustrations of Angular Dimensions — Pipe Legs, Valves, Supports, Bends
519 T-1213-2 Illustrations of Linear Dimensions
520 T-1222-1 Branch/Run Size Combinations
523 U-1600-1 Summary of Requirements
524 U-1500-1 Typical for Type A, C, E, F, and/or Some J (NB‐3400) Pumps
525 U-1500-2 Typical for Type B and D Pumps (NCD-3400)
526 U-1500-3 Typical for Type G and H Pumps (NCD‐3400)
527 U-1500-4 Typical for Type K Pumps (NCD‐3400)
528 U-1500-5 Typical for Type L Pumps (NCD‐3400)
529 U-1500-6 Reciprocating Plunger Pump (NCD‐3400)
531 U-1500-7 Typical for Type A and C Pumps (NCD‐3400)
532 U-1610-1 Materials for Pump Internal Items for Class 1, 2, and 3 Pumps
542 W-2120-1 Environmental Conditions Required for SCC
588 Y-2300-1 Nomenclature Illustration
591 Y-3300-1 Nomenclature Illustration
594 Y-4200-1 Weld Type Illustration
Y-4300-1 Nomenclature Illustration
597 Y-5300-1 Nomenclature Illustration
608 BB-3300-1 Bellows Configuration and Wrap Angle, α
615 CC-3120-1 Correlation of Service Loadings and Stress Limit Coefficients
620 DD-1100-1 Polyethylene Material Organization Responsibilities per NCA-3970
622 EE-1120-1 Typical Engineering Tensile Stress–Strain Curve (Ref. [1])
623 EE-1120-2 Comparison of Engineering and True Stress–Strain Curves (Ref. [1])
624 EE-1150-1 Examples of Triaxiality Factor Calculations
627 EE-1230-1 Quasi-Static Tensile Test Results for 304/304L Base and Welded Material at 300°F (149°C)
628 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)
629 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
632 FF-1122-1 Permitted Material Specifications and Products
635 GG-1100-1 Minimum Thickness for Pipe Bends
641 HH-1120-1 Summary of Requirements
642 HH-1120-1 Gate Valve
643 HH-1120-2 Globe Valve
645 HH-1120-3 Swing Check Valve
646 HH-1120-4 Globe Check Valve
647 HH-1120-5 Diaphragm Valve
648 HH-1120-6 Plug Valve
649 HH-1120-7 Globe Check Valve
650 HH-1120-8 Butterfly Valve
651 HH-1120-9 Control Valve
653 HH-1120-10 Ball Valve
654 HH-1120-11 Nozzle Check Valve
655 HH-1312-1 Allowable Stress Values, S, for Material for Internal and External Items (U.S. Customary Units)
658 HH-1312-1M Allowable Stress Values, S, for Material for Internal and External Items (SI Units)
661 JJ-1100-1 Sample Thermal Stratification Profiles
663 JJ-1330-1 Decomposition of Stratification Temperature Distribution Range
669 KK-2123.2-1 Time-Dependent Load Information
672 KK-2400-1 Additional Metallic Component Requirements
681 KK-8200-1 Additional Core Support Structures Requirements
685 KK-10120-1 Typical Graphite Core Component Design Sequence
689 KK-10300-1 Additional Graphite Core Component Requirements
693 LL-2112.3-1 Applicability of Limits for Division 3 Components
704 MM-1200-1 Examples of Stress Classification Lines (SCLs)
706 MM-1520-1 Computation of Membrane and Bending Stresses by the Stress Integration Method Using the Results From a Finite Element Model With Continuum Elements
710 NR-10 Report For Repairs to Stamped Components
712 NN-1000 Guide for Completing Form NR-10
ASME BPVC III A 2021
$377.00