ASME BPVC VIII 2 2019
$377.00
ASME BPVC – VIII – 2 -2019 BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules
| Published By | Publication Date | Number of Pages |
| ASME | 2019 | 872 |
This Division of Section VIII provides requirements applicable to the design, fabrication, inspection, testing, and certification of pressure vessels operating at either internal or external pressures exceeding 15 psig. Such vessels may be fired or unfired. This pressure may be obtained from an external source or by the application of heat from a direct or indirect source, or any combination thereof. These rules provide an alternative to the minimum requirements for pressure vessels under Division 1 rules. In comparison the Division 1, Division 2 requirements on materials, design, and nondestructive examination are more rigorous; however, higher design stress intensify values are permitted. Division 2 rules cover only vessels to be installed in a fixed location for a specific service where operation and maintenance control is retained during the useful life of the vessel by the user who prepares or causes to be prepared the design specifications. These rules may also apply to human occupancy pressure vessels typically in the diving industry. Rules pertaining to the use of the U2 and UV ASME Product Certification Marks are also included. 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.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 65 | 1.1 Year of Acceptable Edition of Referenced Standards in This Division |
| 66 | 1.2 Standard Units for Use in Equations |
| 70 | 1-C.1 Typical Size or Thickness Conversions for Fractions 1-C.2 Typical Size or Thickness Conversions |
| 71 | 1-C.3 Typical Size or Length Conversions 1-C.4 Typical Nominal Pipe Size Conversions |
| 72 | 1-C.5 Typical Area Conversions 1-C.6 Typical Volume Conversions 1-C.7 Typical Pressure Conversions |
| 73 | 1-C.8 Typical Strength Conversions 1-C.9 Typical Temperature Conversions |
| 74 | 1-C.10 Conversion Factors |
| 82 | 2-A.1 Typical Certification of Compliance of the User’s Design Specification |
| 84 | 2-B.1 Typical Certification of Compliance of the Manufacturer’s Design Report |
| 88 | 2-D.1 Instructions for the Preparation of Manufacturer’s Data Reports |
| 90 | 2-D.2 Supplementary Instructions for the Preparation of Manufacturer’s Data Reports for Layered Vessels |
| 91 | A-1 Manufacturer’s Data Report for Pressure Vessels |
| 94 | A-1P Manufacturer’s Data Report for Plate Heat Exchangers |
| 96 | A-2 Manufacturer’s Partial Data Report |
| 99 | A-3 Manufacturer’s Data Report Supplementary Sheet |
| 100 | A-3L Manufacturer’s Data Report Supplementary Sheet |
| 101 | A-4 Manufacturer’s Data Report Supplementary Sheet Shell-and-Tube Heat Exchangers |
| 109 | 2-F.1 Form of Stamping |
| 115 | 2-J.1 Design Activities Requiring a Certifying Engineer |
| 149 | 3.1 Material Specifications |
| 150 | 3.2 Composition Requirements for 2.25Cr–1Mo–0.25V Weld Metal 3.3 Toughness Requirements for 2.25Cr–1Mo Materials |
| 151 | 3.4 Low Alloy Bolting Materials for Use With Flanges Designed to 4.16 |
| 152 | 3.5 High Alloy Bolting Materials for Use With Flanges Designed to 4.16 3.6 Aluminum Alloy, Copper, and Copper Alloy Bolting Materials for Use With Flanges Designed to 4.16 |
| 153 | 3.7 Nickel and Nickel Alloy Bolting Materials for Use With Flanges Designed to 4.16 3.8 Bolting Materials for Use With Flanges Designed to Part 5 3.9 Maximum Severity Levels for Castings With a Thickness of Less Than 50 mm (2 in.) |
| 154 | 3.10 Maximum Severity Levels for Castings With a Thickness of 50 mm to 305 mm (2 in. to 12 in.) 3.11 Charpy Impact Test Temperature Reduction Below the Minimum Design Metal Temperature 3.12 Charpy V-Notch Impact Test Requirements for Full-Size Specimens for Carbon and Low Alloy Steels as a Function of the Minimum Specified Yield Strength — Parts Not Subject to PWHT (See Figures 3.3 and 3.3M) |
| 155 | 3.13 Charpy V-Notch Impact Test Requirements for Full-Size Specimens for Carbon and Low Alloy Steels as a Function of the Minimum Specified Yield Strength — Parts Subject to PWHT or Nonwelded Parts (See Figures 3.4 and 3.4M) |
| 156 | 3.14 Impact Test Exemption Curves — Parts Not Subject to PWHT (See Figures 3.7 and 3.7M) 3.15 Impact Test Exemption Curves — Parts Subject to PWHT and Nonwelded Parts (See Figures 3.8 and 3.8M) |
| 157 | 3.16 Reduction in the MDMT, TR, Without Impact Testing — Parts Not Subject to PWHT (See Figures 3.12 and 3.12M) |
| 158 | 3.17 Reduction in the MDMT, TR, Without Impact Testing — Parts Subject to PWHT and Nonwelded Parts (See Figures 3.13 and 3.13M) 3.18 Required HAZ Impact Test Specimen Set Removal |
| 159 | 3.1 Cr–Mo Heat Treatment Criteria |
| 160 | 3.2 Typical Locations for Tensile Specimens |
| 161 | 3.3 Charpy V-Notch Impact Test Requirements for Full-Size Specimens for Carbon and Low Alloy Steels as a Function of the Minimum Specified Yield Strength — Parts Not Subject to PWHT |
| 162 | 3.3M Charpy V-Notch Impact Test Requirements for Full-Size Specimens for Carbon and Low Alloy Steels as a Function of the Minimum Specified Yield Strength — Parts Not Subject to PWHT |
| 163 | 3.4 Charpy V-Notch Impact Test Requirements for Full-Size Specimens for Carbon and Low Alloy Steels as a Function of the Minimum Specified Yield Strength — Parts Subject to PWHT or Nonwelded Parts |
| 164 | 3.4M Charpy V-Notch Impact Test Requirements for Full-Size Specimens for Carbon and Low Alloy Steels as a Function of the Minimum Specified Yield Strength — Parts Subject to PWHT or Nonwelded Parts |
| 165 | 3.5 Illustration of Lateral Expansion in a Broken Charpy V-Notch Specimen |
| 166 | 3.6 Lateral Expansion Requirements 3.6M Lateral Expansion Requirements |
| 167 | 3.7 Impact Test Exemption Curves — Parts Not Subject to PWHT |
| 169 | 3.7M Impact Test Exemption Curves — Parts Not Subject to PWHT |
| 171 | 3.8 Impact Test Exemption Curves — Parts Subject to PWHT and Nonwelded Parts |
| 173 | 3.8M Impact Test Exemption Curves — Parts Subject to PWHT and Nonwelded Parts |
| 175 | 3.9 Typical Vessel Details Illustrating the Governing Thickness |
| 176 | 3.10 Typical Vessel Details Illustrating the Governing Thickness |
| 177 | 3.11 Typical Vessel Details Illustrating the Governing Thickness |
| 178 | 3.12 Reduction in the MDMT Without Impact Testing — Parts Not Subject to PWHT |
| 179 | 3.12M Reduction in the MDMT Without Impact Testing — Parts Not Subject to PWHT |
| 180 | 3.13 Reduction in the MDMT Without Impact Testing — Parts Subject to PWHT and Nonwelded Parts |
| 181 | 3.13M Reduction in the MDMT Without Impact Testing — Parts Subject to PWHT and Nonwelded Parts |
| 182 | 3.14 Orientation and Location of Transverse Charpy V-Notch Specimens |
| 183 | 3.15 Weld Metal Delta Ferrite Content 3.16 HAZ Impact Specimen Removal |
| 185 | 3-A.1 Carbon Steel and Low Alloy Materials |
| 190 | 3-A.2 Quenched and Tempered High Strength Steels |
| 191 | 3-A.3 High Alloy Steel |
| 197 | 3-A.4 Aluminum Alloys |
| 198 | 3-A.5 Copper Alloys 3-A.6 Nickel and Nickel Alloys |
| 200 | 3-A.7 Titanium and Titanium Alloys |
| 201 | 3-A.8 Ferrous Bolting Materials for Design in Accordance With Part 4 |
| 203 | 3-A.9 Aluminum Alloy and Copper Alloy Bolting Materials for Design in Accordance With Part 4 |
| 204 | 3-A.10 Nickel and Nickel Alloy Bolting Materials for Design in Accordance With Part 4 3-A.11 Bolting Materials for Design in Accordance With Part 5 |
| 211 | 3-D.1 Stress–Strain Curve Parameters 3-D.2 Cyclic Stress–Strain Curve Data |
| 213 | 3-D.2M Cyclic Stress–Strain Curve Data |
| 219 | 3-F.1 Smooth Bar Fatigue Curve Stress Amplitude Correction Equations |
| 220 | 3-F.2 Coefficients for the Welded Joint Fatigue Curves 3-F.2M Coefficients for the Welded Joint Fatigue Curves |
| 221 | 3-F.1 Fatigue Curve for Carbon, Low Alloy, Series 4XX, High Alloy, and High Tensile Strength Steels for Temperatures Not Exceeding 700°F — σuts ≤ 80 ksi 3-F.1M Fatigue Curve for Carbon, Low Alloy, Series 4XX, High Alloy, and High Tensile Strength Steels for Temperatures Not Exceeding 371°C — σuts ≤ 552 MPa |
| 222 | 3-F.2 Fatigue Curve for Carbon, Low Alloy, Series 4XX, High Alloy, and High Tensile Strength Steels for Temperatures Not Exceeding 700°F — σuts = 115 ksi to 130 ksi 3-F.2M Fatigue Curve for Carbon, Low Alloy, Series 4XX, High Alloy, and High Tensile Strength Steels for Temperatures Not Exceeding 371°C — σuts = 793 MPa to 892 MPa |
| 223 | 3-F.3 Fatigue Curve for Series 3XX High Alloy Steels, Nickel–Chromium–Iron Alloy, Nickel–Iron–Chromium Alloy, and Nickel–Copper Alloy for Temperatures Not Exceeding 800°F 3-F.3M Fatigue Curve for Series 3XX High Alloy Steels, Nickel–Chromium–Iron Alloy, Nickel–Iron–Chromium Alloy, and Nickel–Copper Alloy for Temperatures Not Exceeding 427°C |
| 224 | 3-F.4 Fatigue Curve for Wrought 70–30 Copper–Nickel for Temperatures Not Exceeding 700°F — σys ≤ 18 ksi 3-F.4M Fatigue Curve for Wrought 70–30 Copper–Nickel for Temperatures Not Exceeding 371°C — σys ≤ 134 MPa |
| 225 | 3-F.5 Fatigue Curve for Wrought 70–30 Copper–Nickel for Temperatures Not Exceeding 700°F — σys = 30 ksi 3-F.5M Fatigue Curve for Wrought 70–30 Copper–Nickel for Temperatures Not Exceeding 371°C — σys = 207 MPa |
| 226 | 3-F.6 Fatigue Curve for Wrought 70–30 Copper–Nickel for Temperatures Not Exceeding 700°F — σys = 45 ksi 3-F.6M Fatigue Curve for Wrought 70–30 Copper–Nickel for Temperatures Not Exceeding 371°C — σys = 310 MPa |
| 227 | 3-F.7 Fatigue Curve for Nickel–Chromium–Molybdenum–Iron, Alloys X, G, C-4, and C-276 for Temperatures Not Exceeding 800°F 3-F.7M Fatigue Curve for Nickel–Chromium–Molybdenum–Iron, Alloys X, G, C-4, and C-276 for Temperatures Not Exceeding 427°C |
| 228 | 3-F.8 Fatigue Curve for High Strength Bolting for Temperatures Not Exceeding 700°F — Maximum Nominal Stress ≤ 2.7SM 3-F.8M Fatigue Curve for High Strength Bolting for Temperatures Not Exceeding 371°C — Maximum Nominal Stress ≤ 2.7SM |
| 229 | 3-F.9 Fatigue Curve for High Strength Bolting for Temperatures Not Exceeding 700°F — Maximum Nominal Stress > 2.7SM 3-F.9M Fatigue Curve for High Strength Bolting for Temperatures Not Exceeding 371°C — Maximum Nominal Stress > 2.7SM |
| 236 | 4.1.1 Design Loads 4.1.2 Design Load Combinations |
| 237 | 4.1.3 Load Factor, β, and Pressure Test Factors, βT, γmin, and γSt/S, for Class 1 and Class 2 Construction and Hydrostatic or Pneumatic Testing |
| 243 | 4.2.1 Definition of Weld Categories |
| 244 | 4.2.2 Definition of Weld Joint Types 4.2.3 Definition of Material Types for Welding and Fabrication Requirements 4.2.4 Some Acceptable Weld Joints for Shell Seams |
| 246 | 4.2.5 Some Acceptable Weld Joints for Formed Heads |
| 248 | 4.2.6 Some Acceptable Weld Joints for Unstayed Flat Heads, Tubesheets Without a Bolting Flange, and Side Plates of Rectangular Pressure Vessels |
| 249 | 4.2.7 Some Acceptable Weld Joints With Butt Weld Hubs |
| 250 | 4.2.8 Some Acceptable Weld Joints for Attachment of Tubesheets With a Bolting Flange 4.2.9 Some Acceptable Weld Joints for Flange Attachments |
| 253 | 4.2.10 Some Acceptable Full Penetration Welded Nozzle Attachments Not Readily Radiographable |
| 255 | 4.2.11 Some Acceptable Pad Welded Nozzle Attachments and Other Connections to Shells |
| 257 | 4.2.12 Some Acceptable Fitting-Type Welded Nozzle Attachments and Other Connections to Shells |
| 258 | 4.2.13 Some Acceptable Welded Nozzle Attachments That Are Readily Radiographable |
| 260 | 4.2.14 Some Acceptable Partial Penetration Nozzle Attachments |
| 261 | 4.2.15 Nozzle Necks Attached to Piping of Lesser Wall Thickness 4.2.16 Corner Welds for Flexible Shell Element Expansion Joints |
| 263 | 4.2.1 Weld Joint Locations Typical of Categories A, B, C, D, and E 4.2.2 Some Bracket, Lug, and Stiffener Attachment Weld Details |
| 265 | 4.2.3 Some Acceptable Methods of Attaching Stiffening Rings |
| 266 | 4.2.4 Some Acceptable Skirt Weld Details |
| 280 | 4.3.1 Large End Junction |
| 281 | 4.3.2 Small End Junction 4.3.3 Pressure Applied to Large End Junction |
| 282 | 4.3.4 Equivalent Line Load Applied to Large End Junction |
| 283 | 4.3.5 Pressure Applied to Small End Junction |
| 284 | 4.3.6 Equivalent Line Load Applied to Small End Junction 4.3.7 Stress Calculations — Knuckle — Large End Cylinder |
| 286 | 4.3.8 Stress Calculations — Flare — Small End Cylinder |
| 288 | 4.3.1 Conical Shell 4.3.2 Offset Transition Detail |
| 289 | 4.3.3 Torispherical Head of Uniform Thickness 4.3.4 Torispherical Head of Different Thickness of Dome and Knuckle 4.3.5 Ellipsoidal Head |
| 290 | 4.3.6 Local Thin Band in a Cylindrical Shell |
| 291 | 4.3.7 Shells Subjected to Supplemental Loadings |
| 292 | 4.3.8 Conical Transition Details |
| 293 | 4.3.9 Reinforcement Requirements for Conical Transition Junction |
| 294 | 4.3.10 Parameters for Knuckle and Flare Design |
| 310 | 4.4.1 Maximum Metal Temperature for Compressive Stress Rules 4.4.2 Algorithm for Computation of Predicted Inelastic Buckling Stress, Fic |
| 311 | 4.4.1 Lines of Support or Unsupported Length for Typical Vessel Configurations |
| 312 | 4.4.2 Lines of Support or Unsupported Length for Unstiffened and Stiffened Cylindrical Shells |
| 313 | 4.4.3 Stiffener Ring Parameters |
| 314 | 4.4.4 Various Arrangements of Stiffening Rings for Cylindrical Vessels Subjected to External Pressure |
| 315 | 4.4.5 Maximum Arc of Shell Left Unsupported Because of a Gap in the Stiffening Ring of a Cylindrical Shell Under External Pressure |
| 316 | 4.4.6 Lines of Support or Unsupported Length for Unstiffened and Stiffened Conical Shells |
| 317 | 4.4.7 Lines of Support or Unsupported Length for Unstiffened and Stiffened Conical Shell Transitions With or Without a Knuckle |
| 338 | 4.5.1 Minimum Number of Pipe Threads for Connections 4.5.2 Nozzle Minimum Thickness Requirements |
| 339 | 4.5.1 Nomenclature for Reinforced Openings |
| 340 | 4.5.2 Nomenclature for Variable Thickness Openings |
| 341 | 4.5.3 Radial Nozzle in a Cylindrical Shell |
| 342 | 4.5.4 Hillside Nozzle in a Cylindrical Shell |
| 343 | 4.5.5 Nozzle in a Cylindrical Shell Oriented at an Angle From the Longitudinal Axis |
| 344 | 4.5.6 Radial Nozzle in a Conical Shell |
| 345 | 4.5.7 Nozzle in a Conical Shell Oriented Perpendicular to the Longitudinal Axis |
| 346 | 4.5.8 Nozzle in a Conical Shell Oriented Parallel to the Longitudinal Axis |
| 347 | 4.5.9 Radial Nozzle in a Formed Head |
| 348 | 4.5.10 Hillside or Perpendicular Nozzle in a Spherical Shell or Formed Head |
| 349 | 4.5.11 Example of Two Adjacent Nozzle Openings 4.5.12 Example of Three Adjacent Nozzle Openings |
| 350 | 4.5.13 Metal Area Definition for A2 With Variable Thickness of Set-in Nozzles |
| 351 | 4.5.14 Metal Area Definition for A2 With Variable Thickness of Set-on Nozzles |
| 355 | 4.6.1 C Parameter for Flat Head Designs |
| 359 | 4.6.2 Junction Stress Equations for an Integral Flat Head With Opening 4.6.3 Stress Acceptance Criteria for an Integral Flat Head With Opening |
| 360 | 4.6.1 Integral Flat Head With a Large Central Opening |
| 367 | 4.7.1 Type A Dished Cover With a Bolting Flange 4.7.1 Junction Stress Equations and Acceptance Criteria for a Type D Head |
| 368 | 4.7.2 Type B Spherically Dished Cover With a Bolting Flange 4.7.3 Type C Spherically Dished Cover With a Bolting Flange |
| 369 | 4.7.4 Type D Spherically Dished Cover With a Bolting Flange 4.7.5 Type D Head Geometry for Alternative Design Procedure |
| 372 | 4.9.1 Stress Factor for Braced and Stayed Surfaces |
| 373 | 4.9.1 Typical Forms of Welded Staybolts |
| 375 | 4.10.1 Example of Tube Spacing With the Pitch of Holes Equal in Every Row 4.10.2 Example of Tube Spacing With the Pitch of Holes Unequal in Every Second Row |
| 376 | 4.10.3 Example of Tube Spacing With the Pitch of Holes Varying in Every Second and Third Row 4.10.4 Example of Tube Spacing With the Tube Holes on Diagonal Lines |
| 377 | 4.10.5 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells |
| 378 | 4.10.6 Diagram for Determining the Equivalent Efficiency of Diagonal Ligaments Between Openings in Cylindrical Shells |
| 382 | 4.11.1 Design of Closure Member of Jacket to Shell |
| 388 | 4.11.2 Design of Jacket Penetration Details |
| 390 | 4.11.3 Coefficients for Eq. (4.11.5) |
| 392 | 4.11.1 Types of Jacketed Vessels |
| 393 | 4.11.2 Types of Partial Jackets |
| 394 | 4.11.3 Half Pipe Jackets |
| 404 | 4.12.1 Noncircular Vessel Configurations and Types |
| 405 | 4.12.2 Stress Calculations and Acceptance Criteria for Type 1 Noncircular Vessels (Rectangular Cross Section) |
| 406 | 4.12.3 Stress Calculations and Acceptance Criteria for Type 2 Noncircular Vessels (Rectangular Cross Section With Unequal Side Plate Thicknesses) |
| 408 | 4.12.4 Stress Calculations and Acceptance Criteria for Type 3 Noncircular Vessels (Chamfered Rectangular Cross Section) |
| 409 | 4.12.5 Stress Calculations and Acceptance Criteria for Type 4 Noncircular Vessels (Reinforced Rectangular Cross Section) |
| 411 | 4.12.6 Stress Calculations and Acceptance Criteria for Type 5 Noncircular Vessels (Reinforced Rectangular Cross Section With Chamfered Corners) |
| 413 | 4.12.7 Stress Calculations and Acceptance Criteria for Type 6 Noncircular Vessels (Reinforced Octagonal Cross Section With Chamfered Corners) |
| 418 | 4.12.8 Stress Calculations and Acceptance Criteria for Type 7 Noncircular Vessels (Rectangular Cross Section With Single-Stay Plate or Multiple Bars) |
| 419 | 4.12.9 Stress Calculations and Acceptance Criteria for Type 8 Noncircular Vessels (Rectangular Cross Section With Double-Stay Plate or Multiple Bars) |
| 420 | 4.12.10 Stress Calculations and Acceptance Criteria for Type 9 Noncircular Vessels (Obround Cross Section) |
| 421 | 4.12.11 Stress Calculations and Acceptance Criteria for Type 10 Noncircular Vessels (Reinforced Obround Cross Section) |
| 423 | 4.12.12 Stress Calculations and Acceptance Criteria for Type 11 Noncircular Vessels (Obround Cross Section With Single-Stay Plate or Multiple Bars) |
| 424 | 4.12.13 Stress Calculations and Acceptance Criteria for Type 12 Noncircular Vessels (Circular Cross Section With Single-Stay Plate) |
| 425 | 4.12.14 Effective Width Coefficient |
| 426 | 4.12.15 Compressive Stress Calculations |
| 427 | 4.12.1 Type 1 Noncircular Vessels |
| 428 | 4.12.2 Type 2 Noncircular Vessels |
| 429 | 4.12.3 Type 3 Noncircular Vessels |
| 430 | 4.12.4 Type 4 Noncircular Vessels |
| 431 | 4.12.5 Type 5 Noncircular Vessels |
| 432 | 4.12.6 Type 6 Noncircular Vessels |
| 433 | 4.12.7 Type 6 Noncircular Vessels |
| 434 | 4.12.8 Type 7 Noncircular Vessels |
| 435 | 4.12.9 Type 8 Noncircular Vessels |
| 436 | 4.12.10 Type 9 Noncircular Vessels |
| 437 | 4.12.11 Type 10 Noncircular Vessels |
| 438 | 4.12.12 Type 11 Noncircular Vessels |
| 439 | 4.12.13 Type 12 Noncircular Vessels 4.12.14 Multi-Diameter Holes |
| 440 | 4.12.15 Rectangular Vessels With Multiple Compartments |
| 447 | 4.13.1 Some Acceptable Layered Shell Types |
| 448 | 4.13.2 Some Acceptable Layered Head Types |
| 449 | 4.13.3 Transitions of Layered Shell Sections |
| 450 | 4.13.4 Some Acceptable Welded Joints of Layered-to-Layered and Layered-to-Solid Sections |
| 451 | 4.13.5 Some Acceptable Solid Head Attachments to Layered Shell Sections |
| 454 | 4.13.6 Some Acceptable Flat Heads and Tubesheets With Hubs Joining Layered Shell Sections |
| 455 | 4.13.7 Some Acceptable Flanges for Layered Shells |
| 456 | 4.13.8 Some Acceptable Layered Head Attachments to Layered Shells |
| 457 | 4.13.9 Some Acceptable Nozzle Attachments to Layered Shell Sections |
| 459 | 4.13.10 Some Acceptable Supports for Layered Vessels |
| 460 | 4.13.11 Gap Between Vessel Layers 4.14.1 LTA Blend Radius Requirements |
| 469 | 4.15.1 Stress Coefficients for Horizontal Vessels on Saddle Supports |
| 470 | 4.15.1 Horizontal Vessel on Saddle Supports |
| 471 | 4.15.2 Cylindrical Shell Without Stiffening Rings |
| 472 | 4.15.3 Cylindrical Shell With Stiffening Rings in the Plane of the Saddle |
| 473 | 4.15.4 Cylindrical Shell With Stiffening Rings on Both Sides of the Saddle |
| 474 | 4.15.5 Locations of Maximum Longitudinal Normal Stress and Shear Stress in the Cylinder |
| 475 | 4.15.6 Locations of Maximum Circumferential Normal Stresses in the Cylinder |
| 476 | 4.15.7 Skirt Attachment Location on Vertical Vessels |
| 477 | 4.15.8 A Typical Hot-Box Arrangement for Skirt Supported Vertical Vessels |
| 484 | 4.16.1 Gasket Factors for Determining the Bolt Loads |
| 485 | 4.16.2 Recommended Minimum Gasket Contact Width |
| 486 | 4.16.3 Effective Gasket Width for Determining the Bolt Loads |
| 488 | 4.16.4 Flange Stress Factors Equations Involving Diameter |
| 490 | 4.16.5 Flange Stress Factor Equations |
| 492 | 4.16.6 Moment Arms for Flange Loads for the Operating Condition 4.16.7 Flange Moments of Inertia |
| 493 | 4.16.8 Flange Stress Equations 4.16.9 Flange Stress Acceptance Criteria |
| 494 | 4.16.10 Flange Rigidity Criterion 4.16.11 Bolt Spacing Equations |
| 495 | 4.16.12 Moment Factor, FM |
| 496 | 4.16.1 Integral Type Flanges |
| 497 | 4.16.2 Integral Type Flanges With a Hub |
| 498 | 4.16.3 Integral Type Flanges With Nut Stops — Diameter Less Than or Equal to 450 mm (18 in.) |
| 499 | 4.16.4 Integral Type Flanges With Nut Stops — Diameter Greater Than 450 mm (18 in.) |
| 500 | 4.16.5 Loose Type Flanges |
| 501 | 4.16.6 Loose-Type Lap Joint Type Flanges |
| 502 | 4.16.7 Reverse Flanges |
| 503 | 4.16.8 Location of Gasket Reaction Load Diameter |
| 510 | 4.17.1 Flange Stress Equations |
| 511 | 4.17.2 Flange Stress Acceptance Criteria |
| 512 | 4.17.1 Typical Hub and Clamp Configuration |
| 513 | 4.17.2 Typical Clamp Lugs Configurations |
| 552 | 4.18.1 Effective Elastic Modulus and Poisson’s Ratio for a Perforated Plate With an Equilateral Triangular Hole Pattern |
| 553 | 4.18.2 Effective Elastic Modulus and Poisson’s Ratio for a Perforated Plate With a Square Hole Pattern 4.18.3 Evaluation of Za, Zd, Zv, Zw, Zm, and Fm |
| 555 | 4.18.4 Evaluation of Ft,min and Ft,max 4.18.5 Flexible Shell Element Expansion Joint Load Cases and Stress Limits |
| 556 | 4.18.6 Tubesheet Effective Bolt Load, W* 4.18.7 Load Combinations Required to Evaluate the Heat Exchanger for the Design Condition 4.18.8 Load Combinations Required to Evaluate the Heat Exchanger for Each Operating Condition x |
| 557 | 4.18.9 Load Combinations Required to Evaluate the Heat Exchanger for Each Operating Condition x |
| 558 | 4.18.1 Terminology of Heat Exchanger Components |
| 559 | 4.18.2 Tubesheet Geometry |
| 560 | 4.18.3 Typical Untubed Lane Configurations |
| 561 | 4.18.4 U-Tube Tubesheet Configurations |
| 562 | 4.18.5 Fixed Tubesheet Configurations |
| 563 | 4.18.6 Zd, Zv, Zw, and Zm Versus Xa |
| 564 | 4.18.7 Fm Versus Xa (0.0 ≤ Q3 ≤ 0.8) |
| 565 | 4.18.8 Fm Versus Xa (−0.8 ≤ Q3 ≤ 0.0) 4.18.9 Different Shell Thickness and/or Material Adjacent to the Tubesheets |
| 566 | 4.18.10 Floating Tubesheet Heat Exchangers |
| 567 | 4.18.11 Stationary Tubesheet Configurations |
| 568 | 4.18.12 Floating Tubesheet Configurations |
| 569 | 4.18.13 Some Acceptable Types of Tube-to-Tubesheet Strength Welds |
| 570 | 4.18.14 Tube Layout Perimeter |
| 571 | 4.18.15 Integral Channels |
| 572 | 4.18.16 Some Representative Configurations Describing the Minimum Required Thickness of the Tubesheet Flanged Extension, hr 4.18.17 Kettle Shell |
| 573 | 4.18.18 Location of Tubesheet Metal Temperature, Tʹ, at the Rim |
| 574 | 4.18.19 Nozzles Adjacent to Tubesheets |
| 587 | 4.19.1 Maximum Design Temperatures for Application of the Rules of 4.19 |
| 588 | 4.19.2 Stress Calculations and Acceptability Criteria for U-Shaped Unreinforced Bellows Subject to Internal Pressure |
| 589 | 4.19.3 Method to Determine Coefficient Cp |
| 590 | 4.19.4 Method to Determine Coefficient Cf 4.19.5 Method to Determine Coefficient Cd |
| 591 | 4.19.6 Allowable Number of Cycles for U-Shaped Unreinforced Bellows |
| 592 | 4.19.7 Stress Calculations and Acceptability Criteria for U-Shaped Reinforced Bellows Subject to Internal Pressure |
| 593 | 4.19.8 Allowable Number of Cycles for U-Shaped Reinforced Bellows |
| 594 | 4.19.9 Stress Calculations and Acceptability Criteria for Toroidal Bellows Subject to Internal Pressure |
| 595 | 4.19.10 Stress and Axial Stiffness Coefficients for Toroidal Bellows |
| 596 | 4.19.11 Allowable Number of Cycles for Toroidal Bellows |
| 597 | 4.19.1 Typical Bellows Expansion Joints |
| 598 | 4.19.2 Starting Points for the Measurement of the Length of Shell on Each Side of Bellows |
| 599 | 4.19.3 Possible Convolution Profile in Neutral Position 4.19.4 Dimensions to Determine Ixx |
| 600 | 4.19.5 Bellows Subjected to an Axial Displacement x 4.19.6 Bellows Subjected to a Lateral Deflection y |
| 601 | 4.19.7 Bellows Subjected to an Angular Rotation θ |
| 602 | 4.19.8 Cyclic Displacements 4.19.9 Cyclic Displacements |
| 603 | 4.19.10 Cyclic Displacements |
| 604 | 4.19.11 Some Typical Expansion Bellows Attachment Welds |
| 605 | 4.19.12 Cp Versus C1 and C2 |
| 606 | 4.19.13 Cf Versus C1 and C2 |
| 607 | 4.19.14 Cd Versus C1 and C2 |
| 608 | 4.19.1 Metric Form Specification Sheet for ASME Section VIII, Division 2 Bellows Expansion Joints, Metric Units |
| 609 | 4.19.2 U.S. Customary Form Specification Sheet for ASME Section VIII, Division 2 Bellows Expansion Joints, U.S. Customary Units |
| 612 | 4.20.1 Typical Flexible Shell Element Expansion Joints |
| 613 | 4.20.2 Typical Nozzle Attachment Details Showing Minimum Length of Straight Flange or Outer Shell Element |
| 623 | 4-C.1 Efficiencies for Welded and/or Expanded Tube-to-Tubesheet Joints |
| 624 | 4-C.1 Some Acceptable Types of Tube-to-Tubesheet Joints |
| 625 | 4-C.2 Typical Test Fixtures for Expanded or Welded Tube-to-Tubesheet Joints |
| 633 | TEXP-1 Tube Expanding Procedure Specification (TEPS) |
| 635 | TEXP-1 Instructions for Filling Out TEPS Form |
| 637 | TEXP-2 Suggested Format for Tube-to-Tubesheet Expanding Procedure Qualification Record for Test Qualification (TEPQR) |
| 667 | 5.1 Loads and Load Cases to Be Considered in a Design |
| 668 | 5.2 Load Combination Parameters |
| 669 | 5.3 Load Case Combinations and Allowable Stresses for an Elastic Analysis |
| 670 | 5.4 Load Case Combinations and Load Factors for a Limit-Load Analysis 5.5 Load Case Combinations and Load Factors for an Elastic–Plastic Analysis |
| 671 | 5.6 Examples of Stress Classification |
| 673 | 5.7 Uniaxial Strain Limit for Use in Multiaxial Strain Limit Criterion 5.8 Temperature Factors for Fatigue-Screening Criteria |
| 674 | 5.9 Fatigue-Screening Criteria for Method A 5.10 Fatigue-Screening Criteria Factors for Method B 5.11 Weld Surface Fatigue-Strength-Reduction Factors 5.12 Weld Surface Fatigue-Strength-Reduction Factors |
| 675 | 5.13 Fatigue Penalty Factors for Fatigue Analysis |
| 676 | 5.1 Stress Categories and Limits of Equivalent Stress |
| 677 | 5.2 Example of Girth Weld Used to Tie Layers for Solid Wall Equivalence 5.3 Example of Circumferential Butt Weld Attachment Between Layered Sections in Zone of Discontinuity |
| 678 | 5.4 An Example of Circle Weld Used to Tie Layers for Solid Wall Equivalence |
| 683 | 5-A.1 Structural Stress Definitions for Continuum Finite Elements |
| 684 | 5-A.2 Structural Stress Definitions for Shell or Plate Finite Elements |
| 686 | 5-A.1 Stress Classification Line (SCL) and Stress Classification Plane (SCP) |
| 687 | 5-A.2 Stress Classification Lines (SCLs) |
| 688 | 5-A.3 Stress Classification Line Orientation and Validity Guidelines |
| 689 | 5-A.4 Computation of Membrane and Bending Equivalent Stresses by the Stress Integration Method Using the Results From a Finite Element Model With Continuum Elements |
| 690 | 5-A.5 Continuum Finite Element Model Stress Classification Line for the Structural Stress Method |
| 691 | 5-A.6 Computation of Membrane and Bending Equivalent Stresses by the Structural Stress Method Using Nodal Force Results From a Finite Element Model With Continuum Elements |
| 692 | 5-A.7 Processing Nodal Force Results With the Structural Stress Method Using the Results From a Finite Element Model With Three-Dimensional Second Order Continuum Elements |
| 693 | 5-A.8 Processing Structural Stress Method Results for a Symmetric Structural Stress Range |
| 694 | 5-A.9 Computation of Membrane and Bending Equivalent Stresses by the Structural Stress Method Using the Results From a Finite Element Model With Shell Elements |
| 695 | 5-A.10 Processing Nodal Force Results With the Structural Stress Method Using the Results From a Finite Element Model With Three-Dimensional Second Order Shell Elements |
| 696 | 5-A.11 Element Sets for Processing Finite Element Nodal Stress Results With the Structural Stress Method Based on Stress Integration |
| 707 | 5-D.1 Stress Indices for Nozzles in Spherical Shells and Portions of Formed Heads 5-D.2 Stress Indices for Nozzles in Cylindrical Shells |
| 708 | 5-D.3 Stress Indices for Laterals |
| 709 | 5-D.1 Direction of Stress Components |
| 710 | 5-D.2 Nozzle Nomenclature and Dimensions |
| 711 | 5-D.3 Nomenclature and Loading for Laterals |
| 719 | 5-E.1 Values of E* for Perforated Tubesheets With an Equilateral Triangular Pattern |
| 720 | 5-E.2 Values of v* for Perforated Tubesheets With an Equilateral Triangular Pattern 5-E.3 Values of E* for Perforated Tubesheets With a Square Pattern |
| 721 | 5-E.4 Values of v* for Perforated Tubesheets With a Square Pattern 5-E.5 Effective Elastic Modulus, Poisson’s Ratio, and Shear Modulus for a Perforated Plate With a Triangular Hole Pattern |
| 722 | 5-E.6 Effective Elastic Modulus, Poisson’s Ratio, and Shear Modulus for a Perforated Plate With a Square Hole Pattern — Pitch Direction |
| 723 | 5-E.7 Effective Elastic Modulus, Poisson’s Ratio, and Shear Modulus for a Perforated Plate With a Square Hole Pattern — Diagonal Direction |
| 724 | 5-E.8 Orthotropic Effective Elasticity Matrix for a Perforated Plate With an Equilateral Triangular Hole Pattern |
| 725 | 5-E.9 Orthotropic Effective Elasticity Matrix for a Perforated Plate With a Square Hole Pattern |
| 726 | 5-E.10 Equations for Determining Stress Components Based on the Results From an Equivalent Plate Analysis for an Equilateral Rectangular Hole Pattern 5-E.11 Stress Factor Kx Coefficients — Triangular Hole Pattern |
| 728 | 5-E.12 Stress Factor Ky Coefficients — Triangular Hole Pattern |
| 729 | 5-E.13 Stress Factor Kxy Coefficients — Triangular Hole Pattern |
| 731 | 5-E.14 Stress Factor Kxz Coefficients — Triangular Hole Pattern |
| 732 | 5-E.15 Stress Factor Kyz Coefficients — Triangular Hole Pattern |
| 733 | 5-E.16 Stress Factors Kx and Ky Coefficients — Rectangular Hole Pattern |
| 734 | 5-E.17 Stress Factor Kxy — Square Hole Pattern |
| 735 | 5-E.18 Stress Factors Kxz and Kyz — Square Hole Pattern |
| 737 | 5-E.19 Boundary Conditions for the Numerical Analysis (See Figure 5-E.3) |
| 738 | 5-E.1 Perforated Plate Geometry Details |
| 739 | 5-E.2 Perforated Plate Geometry Details |
| 740 | 5-E.3 Boundary Conditions for Numerical Analysis |
| 741 | 5-E.4 Stress Orientations for Perforated Plate With Triangular Pattern Holes |
| 742 | 5-E.5 Stress Orientations for Perforated Plate With Square Pattern Holes |
| 748 | 5-F.1 Construction of the Testing Parameter Ratio Diagram |
| 749 | 5-F.2 Construction of the Testing Parameter Ratio Diagram for Accelerated Tests |
| 779 | 6.1 Equations for Calculating Forming Strains |
| 780 | 6.2.A Post-Cold-Forming Strain Limits and Heat-Treatment Requirements for P-No. 15E Materials 6.2.B Post-Fabrication Strain Limits and Required Heat Treatment for High Alloy Materials |
| 781 | 6.3 Post-Fabrication Strain Limits and Required Heat Treatment for Nonferrous Materials |
| 782 | 6.4 Maximum Allowable Offset in Welded Joints 6.5 Acceptable Welding Process and Limitations |
| 783 | 6.6 Maximum Reinforcement for Welded Joints 6.7 Minimum Preheat Temperatures for Welding |
| 785 | 6.8 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 1, Group 1, 2, 3 |
| 786 | 6.9 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 3, Group 1, 2, 3 |
| 787 | 6.10 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 4, Group 1, 2 |
| 788 | 6.11 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 5A; P-No. 5B, Group 1; and P-No. 5C, Group 1 |
| 789 | 6.11.A Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 15E, Group 1 |
| 790 | 6.12 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 6, Group 1, 2, 3 |
| 791 | 6.13 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 7, Group 1, 2; and P-No. 8 |
| 792 | 6.14 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 9A, Group 1, and P-No. 9B, Group 1 |
| 794 | 6.15 Requirements for Postweld Heat Treatment (PWHT) of Pressure Parts and Attachments for Materials: P-No. 10A, Group 1; P-No. 10C, Group 1; P-No. 10H, Group 1; P-No. 10I, Group 1; P-No. 10K, Group 1; and P-No. 45 |
| 796 | 6.16 Alternative Postweld Heat Treatment Requirements |
| 797 | 6.17 Postweld Heat Treatment Requirements for Quenched and Tempered Materials in Table 3-A.2 |
| 798 | 6.18 Quench and Tempered Steels Conditionally Exempt From Production Impact Tests 6.19 High Nickel Alloy Filler for Quench and Tempered Steels 6.20 Mandrel Radius for Guided Bend Tests for Forged Fabrication |
| 799 | 6.21 U-Shaped Unreinforced and Reinforced Bellows Manufacturing Tolerances |
| 800 | 6.1 Peaking Height at a Category A Joint 6.2 Weld Toe Dressing |
| 801 | 6.3 Forged Bottle Construction |
| 802 | 6.4 Solid-to-Layer and Layer-to-Layer Test Plates |
| 803 | 6.5 Tensile Specimens for Layered Vessel Construction |
| 804 | 6.6 Toroidal Bellows Manufacturing Tolerances |
| 812 | 6-A.9.2-1 Technical Data Sheet for PMI |
| 827 | 7.1 Examination Groups for Pressure Vessels |
| 828 | 7.2 Nondestructive Examination |
| 832 | 7.3 Selection of Nondestructive Testing Method for Full Penetration Joints 7.4 Nondestructive Examination of Layered Vessels |
| 833 | 7.5 NDE Techniques, Method, Characterization, Acceptance Criteria 7.6 Visual Examination Acceptance Criteria |
| 835 | 7.7 Radiographic Acceptance Standards for Rounded Indications (Examples Only) 7.8 Flaw Acceptance Criteria for Welds With Thicknesses Between 6 mm (1/4 in.) and Less Than 13 mm (1/2 in.) |
| 836 | 7.9 Flaw Acceptance Criteria for Welds With Thicknesses Between 13 mm (1/2 in.) and Less Than 25 mm (1 in.) 7.10 Flaw Acceptance Criteria for Welds With Thicknesses Between 25 mm (1 in.) and Less Than or Equal to 300 mm (12 in.) |
| 837 | 7.11 Flaw Acceptance Criteria for Welds With Thicknesses Greater Than 300 mm (12 in.) |
| 838 | 7.1 Examination of Layered Vessels |
| 839 | 7.2 Examination of Layered Vessels |
| 840 | 7.3 Aligned Rounded Indications 7.4 Groups of Aligned Rounded Indications |
| 841 | 7.5 Charts for 3 mm (1/8 in.) to 6 mm (1/4 in.) Wall Thickness, Inclusive 7.6 Charts for Over 6 mm (1/4 in.) to 10 mm (3/8 in.) Wall Thickness, Inclusive |
| 842 | 7.7 Charts for Over 10 mm (3/8 in.) to 19 mm (3/4 in.) Wall Thickness, Inclusive |
| 843 | 7.8 Charts for Over 19 mm (3/4 in.) to 50 mm (2 in.) Wall Thickness, Inclusive |
| 844 | 7.9 Charts for Over 50 mm (2 in.) to 100 mm (4 in.) Wall Thickness, Inclusive |
| 845 | 7.10 Charts for Over 100 mm (4 in.) Wall Thickness |
| 846 | 7.11 Single Indications |
| 847 | 7.12 Multiple Planar Flaws Oriented in a Plane Normal to the Pressure-Retaining Surface |
| 848 | 7.13 Surface and Subsurface Flaws |
| 849 | 7.14 Nonaligned Coplanar Flaws in a Plane Normal to the Pressure-Retaining Surface |
| 850 | 7.15 Multiple Aligned Planar Flaws |
| 851 | 7.16 Dimension a for Partial Penetration and Fillet Welds |
| 852 | 7.17 Dimensions a and d for a Partial Penetration Corner Weld |
| 855 | 7-A.1 Inspection and Examination Activities and Responsibilities/Duties |
Related products
-
ASME BPVC VIII 1 2019
ASME BPVC – VIII – 1 -2019 BPVC Section VIII-Rules for Construction of Pressure Vessels…
-
ASME BPVC VIII 3 2019
ASME BPVC – VIII – 3 -2019 BPVC Section VIII-Rules for Construction of Pressure Vessels…
-
ASME BPVC CC BPV VIII 2019
ASME BPVC CODE CASES: Boilers and Pressure Vessels–Section VII: Pressure Vessels 2019 Published By Publication…
-
ASME BPVC V 2019
ASME BPVC – V -2019 BPVC Section V, Nondestructive Examination Published By Publication Date Number…
-
ASME PTB 2 2022
ASME PTB-2-2022 Guide to Life Cycle Management of Pressure Equipment Integrity Published By Publication Date…
-
ASME BPVC III 1 A 2019
ASME BPVC – III – 1 – A -2019 BPVC Section III, Rules for Construction…
-
ASME BPVC II D C 2019
ASME BPVC – II – D – C -2019 – BPVC Section II, Materials, Part…
-
ASME BPVC III 2 2019
ASME BPVC – III – 2 -2019 BPVC Section III, Rules for Construction of Nuclear…
-
ASME BPVC XII 2019
ASME BPVC – XII -2019 BPVC Section XII-Rules for Construction and Continued Service of Transport…
-
ASME BPVC XI 1 2019
ASME BPVC – XI – 1 -2019 BPVC Section XI-Rules for Inservice Inspection of Nuclear…
-
ASME B31.12 2019 w ERRATA
ASME B31.12-2019: Hydrogen Piping and Pipelines, Includes Errata (2020) Published By Publication Date Number of…
-
ASME B31.12 2019
ASME B31.12-2019 Hydrogen Piping and Pipelines Published By Publication Date Number of Pages ASME 2019…
-
ASME BPVC II D M 2019
ASME BPVC – II – D – M -2019 – BPVC Section II, Materials, Part…
-
ASME AG 1 2019
ASME AG-1-2019 Code on Nuclear Air and Gas Treatment Published By Publication Date Number of…
