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ASME PTB-3 ASME Section VIII-Division 2 Example Problem Manual, 2013
- Foreword
- Acknowledgements
- PART 1 [Go to Page]
- 1.1 Introduction
- 1.2 Scope
- 1.3 Organization and Use
- 1.4 References
- PART 2 [Go to Page]
- 2.1 General
- 2.2 Example Problem Format
- 2.3 Calculation Precision
- PART 3 [Go to Page]
- 3.1 Example E3.1 – Use of MDMT Exemptions Curves
- 3.2 Example E3.2 – Use of MDMT Exemption Curves with Stress Reduction
- 3.3 Example E3.3 – Develop MDMT Using Fracture Mechanics (API 579-1/ASME FFS-1)
- PART 4 [Go to Page]
- 4.1 General Requirements [Go to Page]
- 4.1.1 Example E4.1.1 – Review of General Requirements for a Vessel Design
- 4.1.2 Example E4.1.2 – Required Wall Thickness of a Hemispherical Head
- 4.1.3 Example E4.1.3 – Required Wall Thickness of a Hemispherical Head - Higher Strength Material
- 4.2 Welded Joints [Go to Page]
- 4.2.1 Example E4.2.1 – Nondestructive Examination Requirement for Vessel Design
- 4.2.2 Example E4.2.2 – Nozzle Detail and Weld Sizing
- 4.2.3 Example E4.2.3 – Nozzle Detail with Reinforcement Pad and Weld Sizing
- 4.3 Internal Design Pressure [Go to Page]
- 4.3.1 Example E4.3.1 – Cylindrical Shell
- 4.3.2 Example E4.3.2 – Conical Shell
- 4.3.3 Example E4.3.3 – Spherical Shells
- 4.3.4 Example E4.3.4 – Torispherical Head
- 4.3.5 Example E4.3.5 – Elliptical Head
- 4.3.6 Example E4.3.6 – Combined Loadings and Allowable Stresses
- 4.3.7 Example E4.3.7 – Conical Transitions Without a Knuckle
- 4.3.8 Example E4.3.8 – Conical Transitions with a Knuckle
- 4.4 Shells Under External Pressure and Allowable Compressive Stresses [Go to Page]
- 4.4.1 Example E4.4.1 – Cylindrical Shell
- 4.4.2 Example E4.4.2 – Conical Shell
- 4.4.3 Example E4.4.3 – Spherical Shell and Hemispherical Head
- 4.4.4 Example E4.4.4 – Torispherical Head
- 4.4.5 Example E4.4.5 – Elliptical Head
- 4.4.6 Example E4.4.6 – Combined Loadings and Allowable Compressive Stresses
- 4.4.7 Example E4.4.7 – Conical Transitions without a Knuckle
- 4.4.8 Example E4.4.8 – Conical Transitions with a Knuckle
- 4.5 Shells Openings in Shells and Heads [Go to Page]
- 4.5.1 Example E4.5.1 – Radial Nozzle in Cylindrical Shell and Weld Strength Analysis
- 4.5.2 Example E4.5.2 – Hillside Nozzle in Cylindrical Shell and Weld Strength Analysis
- 4.5.3 Example E4.5.3 – Radial Nozzle in Elliptical Head and Weld Strength Analysis
- 4.6 Flat Heads [Go to Page]
- 4.6.1 Example E4.6.1 – Flat Un-stayed Circular Heads
- 4.6.2 Example E4.6.2 – Flat Un-stayed Non-Circular Heads Attached by Welding
- 4.7 Spherically Dished Bolted Covers [Go to Page]
- 4.7.1 Example E4.7.1 – Thickness Calculation for a Type D Head
- 4.7.2 Example E4.7.2 – Thickness Calculation for a Type D Head Using the Alternative Rule in Paragraph 4.7.5.3
- 4.8 Quick-Actuating (Quick Opening) Closures [Go to Page]
- 4.8.1 Example E4.8.1 – Review of Requirements for Quick-Actuating Closures
- 4.9 Braced and Stayed Surfaces [Go to Page]
- 4.9.1 Example E4.9.1 – Braced and Stayed Surfaces
- 4.10 Ligaments [Go to Page]
- 4.10.1 Example E4.10.1 – Ligaments
- 4.11 Jacketed Vessels [Go to Page]
- 4.11.1 Example E4.11.1 – Jacketed Vessel
- 4.11.2 Example E4.11.2 – Half-Pipe Jacket
- 4.12 NonCircular Vessels [Go to Page]
- 4.12.1 Example E4.12.1 – Type 1
- 4.12.2 Example E4.12.2 – Type 4
- 4.13 Layered Vessels [Go to Page]
- 4.13.1 Example E4.13.1 – Layered Cylindrical Shell
- 4.13.2 Example E4.13.2 – Layered Hemispherical Head
- 4.13.3 Example E4.13.3 – Maximum Permissible Gap in a Layered Cylindrical Shell
- 4.14 Evaluation of Vessels Outside of Tolerance [Go to Page]
- 4.14.1 Example E4.14.1 – Shell Tolerances
- 4.14.2 Example E4.14.2 – Shell Tolerances and Fatigue Evaluation
- 4.14.3 Example E4.14.3 – Local Thin Area
- 4.15 Supports and Attachments [Go to Page]
- 4.15.1 Example E4.15.1 – Horizontal Vessel, Zick’s Analysis
- 4.15.2 Example E4.15.2 – Vertical Vessel, Skirt Design
- 4.16 Flanged Joints [Go to Page]
- 4.16.1 Example E4.16.1 – Integral Type
- 4.16.2 Example E4.16.2 – Loose Type
- 4.17 Clamped Connections [Go to Page]
- 4.17.1 Example E4.17.1 – Flange and Clamp Design Procedure
- 4.18 Tubesheets in Shell and Tube Heat Exchangers [Go to Page]
- 4.18.1 Example E4.18.1 – U-Tube Tubesheet Integral with Shell and Channel
- 4.18.2 Example E4.18.2 – U-Tube Tubesheet Gasketed With Shell and Channel
- 4.18.3 Example E4.18.3 – U-Tube Tubesheet Gasketed With Shell and Channel
- 4.18.4 Example E4.18.4 – U-Tube Tubesheet Gasketed With Shell and Integral with Channel, Extended as a Flange
- 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
- 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
- 4.18.7 Example E4.18.7 – Fixed Tubesheet Exchanger, Configuration a
- 4.18.8 Example E4.18.8 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Gasketed, Not Extended as a Flange
- 4.18.9 Example E4.18.9 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Integral
- 4.18.10 Example E4.18.10 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Internally Sealed
- 4.19 Bellows Expansion Joints [Go to Page]
- 4.19.1 Example E4.19.1 – U-Shaped Un-reinforced Bellows Expansion Joint and Fatigue Evaluation
- 4.19.2 Example E4.19.2 – Toroidal Bellows Expansion Joint and Fatigue Evaluation
- PART 5 [Go to Page]
- 5.1 General Requirements
- 5.2 Protection Against Plastic Collapse [Go to Page]
- 5.2.1 Example E5.2.1 – Elastic Stress Analysis
- 5.2.2 Example E5.2.2 – Limit Load Analysis
- 5.2.3 Example E5.2.3 – Elastic-Plastic Analysis
- 5.3 Protection Against Local Failure [Go to Page]
- 5.3.1 Overview
- 5.3.2 Example E5.3.2 – Elastic Analysis
- 5.3.3 Example E5.3.3 – Elastic-Plastic Analysis
- 5.4 Example E5.4 – Protection Against Collapse from Buckling
- 5.5 Protection Against Failure from Cyclic Loading [Go to Page]
- 5.5.1 Overview
- 5.5.2 Example E5.5.2 – Fatigue Screening
- 5.5.3 Example E5.5.3 – Elastic Stress Analysis, and Equivalent Stresses
- 5.5.4 Example E5.5.4 – Elastic-Plastic Stress Analysis, and Equivalent Strains
- 5.5.5 Example E5.5.5 – Elastic Stress Analysis, and Structural Stress
- 5.5.6 Example E5.5.6 – Protection Against Ratcheting Using Elastic Stress Analysis
- 5.5.7 Example E5.5.7 – Protection Against Ratcheting Using Elastic-Plastic Stress Analysis
- PART 6 [Go to Page]
- 6.1 Example E6.1 – Postweld Heat Treatment of a Pressure Vessel
- 6.2 Example E6.2 – Out-of-Roundness of a Cylindrical Forged Vessel
- PART 7 [Go to Page]
- 7.1 Example E7.1 – NDE Requirements: Vessel with One Examination Group Designation
- 7.2 Example E7.2 – NDE Requirements: Vessel with Two Examination Group Designations
- PART 8 [Go to Page]
- 8.1 Example E8.1 – Determination of a Hydrostatic Test Pressure
- 8.2 Example E8.2 – Determination of a Pneumatic Test Pressure [Go to Page]
