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ASME PTB 4 2012

ASME PTB 4 2012

$75.42

ASME PTB-4 ASME Section VIII-Division 1 Example Problem Manual

Published By Publication Date Number of Pages
ASME 2012 421
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This document is the ASME B&PV Code, Section VIII, Division 1 example problem manual. The example problems in this manual follow the design-by-rule methods in ASME B&PV Code, Section VIII, Division 1. Many of the example problems are also solved using ASME B&PV Code, Section VIII, Division 2 design-by-rule procedures contained in Part 4 of this Code using the allowable stress from Division 1. In addition, where the design rules are the same, the Division 2 format has been used in this example problem manual because of the user-friendliness of these rules. With this approach, users of Division 1 will become familiar and adept at using Division 2, and this will also provide a significant training benefit to the Division 1 user, in that Division 2 has been designed as the home for the common rules initiative being undertaken by the ASME Section VIII Committee.

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PDF Pages PDF Title
4 TABLE OF CONTENTS
8 FOREWORD
9 ACKNOWLEDGEMENTS
10 GENERAL REQUIREMENTS
1.1 Introduction
1.2 Scope
1.3 Definitions
1.4 Organization and Use
1.5 Comparison of VIII- 1 and VIII- 2 Design Rules
1.6 ASME Code Case 2695
12 1.8 Tables Table E1.1 – Comparison of Design Rules Between VIII- 2 and VIII- 1 Paragraph in Section VIII, Division 2 Comments Pertaining to Section VIII, Division 1
13 PTB- 4- 2012 Table E1.2 – ASME BPV Code Case 2695 Code Case 2695
14 EXAMPLE PROBLEM DESCRIPTIONS
2.1 General
2.2 Example Problem Format
2.3 Calculation Precision
16 MATERIALS REQUIREMENTS
3.1 Commentary on Rules to Establish the Minimum Design Metal Temperature ( MDMT)
17 Figure E3.1.1 – Logic Diagram for UCS- 66( a)
18 Figure E3.1.2 – Logic Diagram for UCS- 66( a)( 1)-( 5)
19 Figure E3.1.3 – Logic Diagram for UCS- 66( b)
20 3.2 Example E3.1 – Use of MDMT Exemptions Curves
21 3.3 Example E3.2 – Use of MDMT Exemption Curves with Stress Reduction
22 3.4 Example E3.3 – Determine the MDMT for a Nozzle- to- Shell Welded Assembly
3.4 Example E3.3 – Determine the MDMT for a Nozzle-to-Shell Welded Assembly
26 Figure E3.3.1 – Nozzle- Shell Detail
28 DESIGN BY RULE REQUIREMENTS
4.1 General Requirements Example E4.1.1 – Review of General Requirements for a Vessel Design
29 Example E4.1.2 – Required Wall Thickness of a Hemispherical Head
Section VIII, Division 1 Solution
30 PTB- 4- 2012 Section VIII, Division 2 Solution Using VIII- 1 Allowable Stresses
31 PTB- 4- 2012 4.2 Welded Joints 4.2.1 Example E4.2.1 – Nondestructive Examination Requirement for Vessel Design
Section VIII, Division 1 Solution
32 Section VIII, Division 2 Solution Using VIII- 1 Allowable Stresses
4.2.2 Example E4.2.2 – Nozzle Detail and Weld Sizing
35 Section VIII, Division 2 Solution
37 PTB- 4- 2012 4.3 Internal Design Pressure 4.3.1 Example E4.3.1 – Cylindrical Shell
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
4.3.2 Example E4.3.2 – Conical Shell
38 Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
4.3.3 Example E4.3.3 – Spherical Shell
39 Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
4.3.4 Example E4.3.4 – Torispherical Head
40 Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
42 4.3.5 Example E4.3.5 – Elliptical Head
43 Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
46 4.3.6 Example E4.3.6 – Combined Loadings and Allowable Stresses
Section VIII, Division 1 Solution
48 Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
51 PTB- 4- 2012 Table E4.3.6.1: Design Loads and Load Combinations from VIII- 2
52 PTB- 4- 2012 Table E4.3.6.2: Design Loads ( Net- Section Axial Force and Bending Moment) at the Location of Interest
53 PTB- 4- 2012 Table E4.3.6.3 – Load Case Combination at the Location of Interest
Force and Moment General Primary Membrane Allowable Stress
54 PTB- 4- 2012 4.3.7 Example E4.3.7 – Conical Transitions Without a Knuckle
Section VIII, Division 1 Solution
57 Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
76 Figure E4.3.7 – Conical Transition
4.3.8 Example E4.3.8 – Conical Transitions with a Knuckle
78 Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
81 Figure E4.3.8 – Knuckle Detail
82 PTB- 4- 2012 4.4 Shells Under External Pressure and Allowable Compressive Stresses 4.4.1 Example E4.4.1 – Cylindrical Shell
85 PTB- 4- 2012 4.4.2 Example E4.4.2 – Conical Shell
Section VIII, Division 1 Solution
87 Section VIII, Division 2 Solution
89 4.4.3 Example E4.4.3 – Spherical Shell and Hemispherical Head
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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92 PTB- 4- 2012 4.4.4 Example E4.4.4 – Torispherical Head
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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95 PTB- 4- 2012 4.4.5 Example E4.4.5 – Elliptical Head
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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4.4.6 Example E4.4.6 – Combined Loadings and Allowable Compressive Stresses
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Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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114 PTB- 4- 2012 A summary of the allowable compressive stresses are as follows:
115 PTB- 4- 2012 Table E4.4.6.1: Design Loads and Load Combinations from VIII- 2
116 PTB- 4- 2012 Table E4.4.6.2: Design Loads ( Net- Section Axial Force and Bending Moment) at the Location of Interest Design Load Parameter Description Magnitude of Pressure, Force
and Moment
117 PTB- 4- 2012 Table E4.4.6.3 – Load Case Combination at the Location of Interest Load Case Design Load Combination Magnitude of Pressure,
Force and Moment General Primary Membrane Allowable Stress
118 PTB- 4- 2012 4.4.7 Example E4.4.7 – Conical Transitions without a Knuckle
119 PTB- 4- 2012 Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
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146 PTB- 4- 2012 4.4.8 Example E4.4.8 – Conical Transitions with a Knuckle
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
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155 PTB- 4- 2012 4.5 Shells Openings in Shells and Heads 4.5.1 Example E4.5.1 – Radial Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
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Figure E4.5.1 – Nozzle Detail
162 PTB- 4- 2012 4.5.2 Example E4.5.2 – Hillside Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
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Figure E4.5.2 – Nozzle Detail
172 PTB- 4- 2012 4.5.3 Example E4.5.3 – Radial Nozzle in Ellipsoidal Head
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
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179 PTB- 4- 2012 Figure E4.5.3 – Nozzle Details
180 PTB- 4- 2012 4.5.4 Example E4.5.4 – Radial Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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Figure E4.5.4 – Nozzle Details
186 PTB- 4- 2012 4.5.5 Example E4.5.5 – Pad Reinforced Radial Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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Figure E4.5.5 – Nozzle Details
195 PTB- 4- 2012 4.5.6 Example E4.5.6 – Radial Nozzle in an Ellipsoidal Head with Inside Projection
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution
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Figure E4.5.6 – Nozzle Details
202 PTB- 4- 2012 4.6 Flat Heads 4.6.1 Example E4.6.1 – Flat Unstayed Circular Heads Attached by Bolts
Design rules for unstayed flat heads and covers are provided in UG- 34. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.6. The design procedures in VIII- 2, paragraph 4.6 are used in this example problem with substitute references made to VIII- 1, UG- 34 and Mandatory Appendix 2 paragraphs.
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4.6.2 Example E4.6.2 – Flat Un- stayed Non- Circular Heads Attached by Welding
Design rules for unstayed flat heads and covers are provided in UG- 34. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.6. The design procedures in VIII- 2, paragraph 4.6 are used in this example problem with substitute references made to VIII- 1, UG- 34 and Mandatory Appendix 13 paragraphs.
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4.6.3 Example E4.6.3 – Integral Flat Head with a Centrally Located Opening
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Design rules for Integral Flat Head with a Centrally Located Opening are provided in Mandatory Appendix 14. The rules in this appendix are the same as those provided in VIII- 2, paragraph 4.6. The design procedures in VIII- 2, paragraph 4.6 are used in this example problem with substitute references made to VIII- 1, Mandatory Appendix 14 and Appendix 2 paragraphs.
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208 PTB- 4- 2012 Table E4.6.3.1 – Junction Stress Equations for an Integral Flat Head With Opening Head/ Shell Junction Stresses Opening/ Head Junction Stresses
209 PTB- 4- 2012 Table E4.6.3.2 – Stress Acceptance Criteria for an Integral Flat Head With Opening Head/ Shell Junction Stresses Opening/ Head Junction Stresses
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Figure E4.6.3 – Head, Shell and Nozzle Geometry
211 PTB- 4- 2012 4.7 Spherically Dished Bolted Covers 4.7.1 Example E4.7.1 – Thickness Calculation for a Type D Head
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Design rules for spherically dished bolted covers with ring type gaskets are provided in Mandatory Appendix 1- 6. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.7. The design procedure in VIII- 2, paragraph 4.7 is used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 1- 6 and Appendix 2.
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Figure E4.7.1 – Floating Head Geometry
222 PTB- 4- 2012 4.7.2 Example E4.7.2 – Thickness Calculation for a Type D Head Using the Alternative Rule in VIII- 2, Paragraph 4.7.5.3
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231 PTB- 4- 2012 4.8 Quick- Actuating ( Quick Opening) Closures 4.8.1 Example E4.8.1 – Review of Requirements for Quick- Actuating Closures
Design rules for quick– actuating ( quick opening) closures are provided in UG- 35.2. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.8.
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233 PTB- 4- 2012 4.9 Braced and Stayed Surfaces 4.9.1 Example E4.9.1 – Braced and Stayed Surfaces
Design rules for braced and stayed surfaces are provided in UG- 47, UG- 48, UG- 49, and UG- 50. The rules in these paragraphs are the same as those provided in VIII- 2, paragraph 4.9 with the exception that VIII- 2 only includes rules for welded stays. UW- 19 also provides requirements for welded- in stays.
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235 PTB- 4- 2012 Figure E4.9.1 – Stayed Plate Detail
236 PTB- 4- 2012 4.10 Ligaments 4.10.1 Example E4.10.1 – Ligaments
Design rules for ligaments are provided in UG- 53. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.10. The design procedures in VIII- 2, paragraph 4.10 are used in this example problem with substitute references made to VIII- 1, UG- 53.
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Figure E4.10.1 – Installation Pattern
238 PTB- 4- 2012 4.11 Jacketed Vessels 4.11.1 Example E4.11.1 – Partial Jacket
Design rules for jacketed vessels are provided in Mandatory Appendix 9. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.11.
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240 PTB- 4- 2012 4.11.2 Example E4.11.2 – Half- Pipe Jacket
Design rules for half- pipe jackets are provided in Nonmandatory Appendix EE. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.11. The design rules from VIII- 2 are used in this example problem with substitute references made to VIII- 1 Nonmandatory Appendix EE.
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243 PTB- 4- 2012 4.12 NonCircular Vessels 4.12.1 Example E4.12.1 – Type 1
Design rules for vessels of noncircular cross section are provided in Mandatory Appendix 13. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.12. The design procedures in VIII- 2, paragraph 4.12 are used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 13 paragraphs.
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4.12.2 Example E4.12.2 – Type 4
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Design rules for vessels of noncircular cross section are provided in Mandatory Appendix 13. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.12. The design procedures in VIII- 2, paragraph 4.12 are used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 13 paragraphs.
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257 PTB- 4- 2012 Figure E4.12.2 – Composite Section Details
258 PTB- 4- 2012 4.13 Layered Vessels 4.13.1 Example E4.13.1 – Layered Cylindrical Shell
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
259 PTB- 4- 2012 4.13.2 Example E4.13.2 – Layered Hemispherical Head
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
260 PTB- 4- 2012 4.13.3 Example E4.13.3 – Maximum Permissible Gap in a Layered Cylindrical Shell
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 2 Allowable Stresses
261 PTB- 4- 2012 4.14 Evaluation of Vessels Outside of Tolerance 4.14.1 Example E4.14.1 – Shell Tolerances
4.14.2 Example E4.14.2 – Shell Tolerances and Fatigue Evaluation
262 PTB- 4- 2012 4.14.3 Example E4.14.3 – Local Thin Area
Section VIII, Division 1 Solution
263 PTB- 4- 2012 4.15 Supports and Attachments 4.15.1 Example E4.15.1 – Horizontal Vessel with Zick’s Analysis
Section VIII, Division 1 Solution
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Figure E4.15.1 – Saddle Details
271 PTB- 4- 2012 4.15.2 Example E4.15.2 – Vertical Vessel, Skirt Design
Section VIII, Division 1 Solution
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Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
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278 PTB- 4- 2012 Table E4.15.2.1: Design Loads and Load Combinations from VIII- 2
279 PTB- 4- 2012 Table E4.15.2.2: Design Loads ( Net- Section Axial Force and Bending Moment) at the Base of The Skirt Design Load Parameter Description Magnitude of Pressure, Force
and Moment
280 PTB- 4- 2012 Table E4.15.2.3: Load Case Combination at the Base of The Skirt Load Case Design Load Combination Magnitude of Pressure,
Force and Moment General Primary Membrane Allowable Stress
281 PTB- 4- 2012 4.16 Flanged Joints 4.16.1 Example E4.16.1 – Integral Type
Design rules for bolted flange connections with ring type gaskets are provided in VIII- 1 Mandatory Appendix 2. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.16. The design procedures in VIII- 2, paragraph 4.16 are used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 2 paragraphs.
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Figure E4.16.1 – Flanged Joints
291 PTB- 4- 2012 4.16.2 Example E4.16.2 – Loose Type
Design rules for bolted flange connections with ring type gaskets are provided in VIII- 1 Mandatory Appendix 2. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.16. The design procedures in VIII- 2, paragraph 4.16 are used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 2 paragraphs.
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300 PTB- 4- 2012 4.17 Clamped Connections 4.17.1 Example E4.17.1 – Flange and Clamp Design Procedure
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Design rules for clamped connections are provided in VIII- 1 Mandatory Appendix 24. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.17. The design procedures in VIII- 2, paragraph 4.17 are used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 2 and Appendix 24 paragraphs.
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310 PTB- 4- 2012 4.18 Tubesheets in Shell and Tube Heat Exchangers 4.18.1 Example E4.18.1 – U- Tube Tubesheet Integral with Shell and Channel
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4.18.2 Example E4.18.2 – U- Tube Tubesheet Gasketed With Shell and Channel
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4.18.3 Example E4.18.3 – U- Tube Tubesheet Gasketed With Shell and Channel
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4.18.4 Example E. 4.18.4 – U- Tube Tubesheet Gasketed With Shell and Integral with Channel, Extended as a Flange
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4.18.5 Example E. 4.18.5 – Fixed Tubesheet Exchanger, Configuration b, Tubesheet Integral with Shell, Extended as a Flange and Gasketed on the Channel Side
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333 PTB- 4- 2012 4.18.6 Example E. 4.18.6 – Fixed Tubesheet Exchanger, Configuration b, Tubesheet Integral with Shell, Extended as a Flange and Gasketed on the Channel Side
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344 PTB- 4- 2012 4.18.7 Example E. 14.7 – Fixed Tubesheet Exchanger, Configuration a
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355 PTB- 4- 2012 4.18.8 Example E4.18.8 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Gasketed, Not Extended as a Flange
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4.18.9 Example E. 14.18.9 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Integral
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4.18.10 Example E. 14.18.10 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Internally Sealed
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379 PTB- 4- 2012 4.19 Bellows Expansion Joints 4.19.1 Example E4.19.1 – U- Shaped Un- reinforced Bellows Expansion Joint and Fatigue Evaluation
Design rules for bellows expansion joints are provided in Mandatory Appendix 26. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.19. The design procedures in VIII- 2, paragraph 4.19 are used in this example problem with substitute references made to VIII- 1 Mandatory Appendix 26 paragraphs.
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4.19.2 Example E4.19.2 – Toroidal Bellows Expansion Joint and Fatigue Evaluation
Design rules for bellows expansion joints are provided in Mandatory Appendix 26. The rules in this paragraph are the same as those provided in VIII- 2, paragraph 4.19. The design procedures in VIII- 2, paragraph 4.19 are used in this example problem with substitute
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DESIGN BY ANALYSIS REQUIREMENTS
5.1 Design- By- Analysis for Section VIII, Division 1
5.2 Paragraph U- 2( g) – Design- By- Analysis Provision without Procedures
396 FABRICATION REQUIREMENTS
6.1 Example E6.1 – Postweld Heat Treatment of a Pressure Vessel
Section VIII, Division 1 Solution
399 6.2 Example E6.2 – Out- of- Roundness of a Cylindrical Forged Vessel
402 INSPECTION AND EXAMINATION REQUIREMENTS
7.1 Inspection and Examination Rules Commentary
404 PTB- 4- 2012 Table E7.1.1– Definition Of Weld Joint Types, Per Table UW- 12
Weld Joint Type Description
Table E7.1.2 – Weld Joint Categories, per paragraph UW- 3 Weld Category Description
405 Figure E7.1.1 – UW- 3 Illustration of Welded Joint Locations: Categories A, B, C, and D
406 Figure E7.1.2 – Logic Diagram for UW- 11( a)
407 Figure E7.1.3 – Logic Diagram for UW- 11( a)( 5). UW- 11( b) and UW- 11( c)
408 Figure E7.1.4 – Logic Diagram for UW- 12
409 Figure E7.2 – Vessel Sketch
7.2 Example E7.1 – NDE: Establish Joint Efficiencies, RT- 1
410 PTB- 4- 2012 Table E7.2 – NDE Weld Joint Requirements
411 7.3 Example E7.2 – NDE: Establish Joint Efficiencies, RT- 2
412 PTB- 4- 2012 Table E7.3 – NDE Weld Joint Requirements
413 7.4 Example E7.3 – NDE: Establish Joint Efficiencies, RT- 4
414 PTB- 4- 2012 Table E7.4 – NDE Weld Joint Requirements
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7.5 Example E7.4 – NDE: Establish Joint Efficiencies, RT- 3
416 PTB- 4- 2012 Table E7.5 – NDE Weld Joint Requirements
418 PRESSURE TESTING REQUIREMENTS
8.1 Example E8.1 – Determination of a Hydrostatic Test Pressure
419 8.2 Example E8.2 – Determination of a Pneumatic Test Pressure

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ASME PTB 4 2012
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