{"id":98516,"date":"2024-10-18T11:14:55","date_gmt":"2024-10-18T11:14:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-ptb-3-2013\/"},"modified":"2024-10-24T21:12:15","modified_gmt":"2024-10-24T21:12:15","slug":"asme-ptb-3-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-ptb-3-2013\/","title":{"rendered":"ASME PTB 3 2013"},"content":{"rendered":"
ASME B&PV Code, Section VIII, Division 2 contains mandatory requirements, specific prohibitions, and non-mandatory guidance for the design, materials, fabrication, examination, inspection, testing, and certification of pressure vessels and their associated pressure relief devices. This document is provided to illustrate the design calculations used in the ASME B&PV Code, Section VIII, Division 2.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Acknowledgements <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | PART 1 1.1 Introduction 1.2 Scope 1.3 Organization and Use 1.4 References <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | PART 2 2.1 General 2.2 Example Problem Format 2.3 Calculation Precision <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | PART 3 3.1 Example E3.1 \u2013 Use of MDMT Exemptions Curves <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 3.2 Example E3.2 \u2013 Use of MDMT Exemption Curves with Stress Reduction <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 3.3 Example E3.3 \u2013 Develop MDMT Using Fracture Mechanics (API 579-1\/ASME FFS-1) <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | PART 4 4.1 General Requirements 4.1.1 Example E4.1.1 \u2013 Review of General Requirements for a Vessel Design <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 4.1.2 Example E4.1.2 \u2013 Required Wall Thickness of a Hemispherical Head <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 4.1.3 Example E4.1.3 \u2013 Required Wall Thickness of a Hemispherical Head – Higher Strength Material <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 4.2 Welded Joints 4.2.1 Example E4.2.1 \u2013 Nondestructive Examination Requirement for Vessel Design <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 4.2.2 Example E4.2.2 \u2013 Nozzle Detail and Weld Sizing <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 4.2.3 Example E4.2.3 \u2013 Nozzle Detail with Reinforcement Pad and Weld Sizing <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 4.3 Internal Design Pressure 4.3.1 Example E4.3.1 \u2013 Cylindrical Shell <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 4.3.2 Example E4.3.2 \u2013 Conical Shell <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 4.3.3 Example E4.3.3 \u2013 Spherical Shells <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 4.3.4 Example E4.3.4 \u2013 Torispherical Head <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 4.3.5 Example E4.3.5 \u2013 Elliptical Head <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 4.3.6 Example E4.3.6 \u2013 Combined Loadings and Allowable Stresses <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 4.3.7 Example E4.3.7 \u2013 Conical Transitions Without a Knuckle <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 4.3.8 Example E4.3.8 \u2013 Conical Transitions with a Knuckle <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 4.4 Shells Under External Pressure and Allowable Compressive Stresses 4.4.1 Example E4.4.1 \u2013 Cylindrical Shell <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 4.4.2 Example E4.4.2 \u2013 Conical Shell <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 4.4.3 Example E4.4.3 \u2013 Spherical Shell and Hemispherical Head <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 4.4.4 Example E4.4.4 \u2013 Torispherical Head <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 4.4.5 Example E4.4.5 \u2013 Elliptical Head <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 4.4.6 Example E4.4.6 \u2013 Combined Loadings and Allowable Compressive Stresses <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 4.4.7 Example E4.4.7 \u2013 Conical Transitions without a Knuckle <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 4.4.8 Example E4.4.8 \u2013 Conical Transitions with a Knuckle <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 4.5 Shells Openings in Shells and Heads 4.5.1 Example E4.5.1 \u2013 Radial Nozzle in Cylindrical Shell and Weld Strength Analysis <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 4.5.2 Example E4.5.2 \u2013 Hillside Nozzle in Cylindrical Shell and Weld Strength Analysis <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | 4.5.3 Example E4.5.3 \u2013 Radial Nozzle in Elliptical Head and Weld Strength Analysis <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | 4.6 Flat Heads 4.6.1 Example E4.6.1 \u2013 Flat Un-stayed Circular Heads <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | 4.6.2 Example E4.6.2 \u2013 Flat Un-stayed Non-Circular Heads Attached by Welding <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | 4.7 Spherically Dished Bolted Covers 4.7.1 Example E4.7.1 \u2013 Thickness Calculation for a Type D Head <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | 4.7.2 Example E4.7.2 \u2013 Thickness Calculation for a Type D Head Using the Alternative Rule in Paragraph 4.7.5.3 <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 4.8 Quick-Actuating (Quick Opening) Closures 4.8.1 Example E4.8.1 \u2013 Review of Requirements for Quick-Actuating Closures <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 4.9 Braced and Stayed Surfaces 4.9.1 Example E4.9.1 \u2013 Braced and Stayed Surfaces <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | 4.10 Ligaments 4.10.1 Example E4.10.1 \u2013 Ligaments <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | 4.11 Jacketed Vessels 4.11.1 Example E4.11.1 \u2013 Jacketed Vessel <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | 4.11.2 Example E4.11.2 \u2013 Half-Pipe Jacket <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | 4.12 NonCircular Vessels 4.12.1 Example E4.12.1 \u2013 Type 1 <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | 4.12.2 Example E4.12.2 \u2013 Type 4 <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | 4.13 Layered Vessels 4.13.1 Example E4.13.1 \u2013 Layered Cylindrical Shell 4.13.2 Example E4.13.2 \u2013 Layered Hemispherical Head <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | 4.13.3 Example E4.13.3 \u2013 Maximum Permissible Gap in a Layered Cylindrical Shell <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | 4.14 Evaluation of Vessels Outside of Tolerance 4.14.1 Example E4.14.1 \u2013 Shell Tolerances <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | 4.14.2 Example E4.14.2 \u2013 Shell Tolerances and Fatigue Evaluation <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | 4.14.3 Example E4.14.3 \u2013 Local Thin Area <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | 4.15 Supports and Attachments 4.15.1 Example E4.15.1 \u2013 Horizontal Vessel, Zick\u2019s Analysis <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | 4.15.2 Example E4.15.2 \u2013 Vertical Vessel, Skirt Design <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | 4.16 Flanged Joints 4.16.1 Example E4.16.1 \u2013 Integral Type <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | 4.16.2 Example E4.16.2 \u2013 Loose Type <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | 4.17 Clamped Connections 4.17.1 Example E4.17.1 \u2013 Flange and Clamp Design Procedure <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | 4.18 Tubesheets in Shell and Tube Heat Exchangers 4.18.1 Example E4.18.1 \u2013 U-Tube Tubesheet Integral with Shell and Channel <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | 4.18.2 Example E4.18.2 \u2013 U-Tube Tubesheet Gasketed With Shell and Channel <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | 4.18.3 Example E4.18.3 \u2013 U-Tube Tubesheet Gasketed With Shell and Channel <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | 4.18.4 Example E4.18.4 \u2013 U-Tube Tubesheet Gasketed With Shell and Integral with Channel, Extended as a Flange <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | 4.18.5 Example E4.18.5 \u2013 Fixed Tubesheet Exchanger, Configuration b, Tubesheet Integral with Shell, Extended as a Flange and Gasketed on the Channel Side <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | 4.18.6 Example E4.18.6 \u2013 Fixed Tubesheet Exchanger, Configuration b, Tubesheet Integral with Shell, Extended as a Flange and Gasketed on the Channel Side <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | 4.18.7 Example E4.18.7 \u2013 Fixed Tubesheet Exchanger, Configuration a <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | 4.18.8 Example E4.18.8 \u2013 Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Gasketed, Not Extended as a Flange <\/td>\n<\/tr>\n | ||||||
317<\/td>\n | 4.18.9 Example E4.18.9 \u2013 Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Integral <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | 4.18.10 Example E4.18.10 \u2013 Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Internally Sealed <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | 4.19 Bellows Expansion Joints 4.19.1 Example E4.19.1 \u2013 U-Shaped Un-reinforced Bellows Expansion Joint and Fatigue Evaluation <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | 4.19.2 Example E4.19.2 \u2013 Toroidal Bellows Expansion Joint and Fatigue Evaluation <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | PART 5 5.1 General Requirements 5.2 Protection Against Plastic Collapse 5.2.1 Example E5.2.1 \u2013 Elastic Stress Analysis <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | 5.2.2 Example E5.2.2 \u2013 Limit Load Analysis <\/td>\n<\/tr>\n | ||||||
361<\/td>\n | 5.2.3 Example E5.2.3 \u2013 Elastic-Plastic Analysis <\/td>\n<\/tr>\n | ||||||
365<\/td>\n | 5.3 Protection Against Local Failure 5.3.1 Overview 5.3.2 Example E5.3.2 \u2013 Elastic Analysis <\/td>\n<\/tr>\n | ||||||
366<\/td>\n | 5.3.3 Example E5.3.3 \u2013 Elastic-Plastic Analysis <\/td>\n<\/tr>\n | ||||||
370<\/td>\n | 5.4 Example E5.4 \u2013 Protection Against Collapse from Buckling <\/td>\n<\/tr>\n | ||||||
376<\/td>\n | 5.5 Protection Against Failure from Cyclic Loading 5.5.1 Overview 5.5.2 Example E5.5.2 \u2013 Fatigue Screening <\/td>\n<\/tr>\n | ||||||
378<\/td>\n | 5.5.3 Example E5.5.3 \u2013 Elastic Stress Analysis, and Equivalent Stresses <\/td>\n<\/tr>\n | ||||||
385<\/td>\n | 5.5.4 Example E5.5.4 \u2013 Elastic-Plastic Stress Analysis, and Equivalent Strains <\/td>\n<\/tr>\n | ||||||
393<\/td>\n | 5.5.5 Example E5.5.5 \u2013 Elastic Stress Analysis, and Structural Stress <\/td>\n<\/tr>\n | ||||||
400<\/td>\n | 5.5.6 Example E5.5.6 \u2013 Protection Against Ratcheting Using Elastic Stress Analysis <\/td>\n<\/tr>\n | ||||||
405<\/td>\n | 5.5.7 Example E5.5.7 \u2013 Protection Against Ratcheting Using Elastic-Plastic Stress Analysis <\/td>\n<\/tr>\n | ||||||
408<\/td>\n | PART 6 6.1 Example E6.1 \u2013 Postweld Heat Treatment of a Pressure Vessel <\/td>\n<\/tr>\n | ||||||
412<\/td>\n | 6.2 Example E6.2 \u2013 Out-of-Roundness of a Cylindrical Forged Vessel <\/td>\n<\/tr>\n | ||||||
414<\/td>\n | PART 7 <\/td>\n<\/tr>\n | ||||||
415<\/td>\n | 7.1 Example E7.1 \u2013 NDE Requirements: Vessel with One Examination Group Designation <\/td>\n<\/tr>\n | ||||||
419<\/td>\n | 7.2 Example E7.2 \u2013 NDE Requirements: Vessel with Two Examination Group Designations <\/td>\n<\/tr>\n | ||||||
428<\/td>\n | PART 8 8.1 Example E8.1 \u2013 Determination of a Hydrostatic Test Pressure <\/td>\n<\/tr>\n | ||||||
431<\/td>\n | 8.2 Example E8.2 \u2013 Determination of a Pneumatic Test Pressure <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME PTB-3 ASME Section VIII-Division 2 Example Problem Manual<\/b><\/p>\n |