ASME PTB 3 2013

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ASME PTB-3 ASME Section VIII-Division 2 Example Problem Manual

Published By	Publication Date	Number of Pages
ASME	2013	433

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Description

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.

PDF Catalog

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