{"id":79172,"date":"2024-10-17T18:31:51","date_gmt":"2024-10-17T18:31:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-ptb-4-2012\/"},"modified":"2024-10-24T19:39:18","modified_gmt":"2024-10-24T19:39:18","slug":"asme-ptb-4-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-ptb-4-2012\/","title":{"rendered":"ASME PTB 4 2012"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nFOREWORD <\/td>\n<\/tr>\n
9<\/td>\nACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
10<\/td>\nGENERAL 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 <\/td>\n<\/tr>\n
12<\/td>\n1.8 Tables Table E1.1 \u2013 Comparison of Design Rules Between VIII- 2 and VIII- 1 Paragraph in Section VIII, Division 2 Comments Pertaining to Section VIII, Division 1 <\/td>\n<\/tr>\n
13<\/td>\nPTB- 4- 2012 Table E1.2 \u2013 ASME BPV Code Case 2695 Code Case 2695 <\/td>\n<\/tr>\n
14<\/td>\nEXAMPLE PROBLEM DESCRIPTIONS
2.1 General
2.2 Example Problem Format
2.3 Calculation Precision <\/td>\n<\/tr>\n
16<\/td>\nMATERIALS REQUIREMENTS
3.1 Commentary on Rules to Establish the Minimum Design Metal Temperature ( MDMT) <\/td>\n<\/tr>\n
17<\/td>\nFigure E3.1.1 \u2013 Logic Diagram for UCS- 66( a) <\/td>\n<\/tr>\n
18<\/td>\nFigure E3.1.2 \u2013 Logic Diagram for UCS- 66( a)( 1)-( 5) <\/td>\n<\/tr>\n
19<\/td>\nFigure E3.1.3 \u2013 Logic Diagram for UCS- 66( b) <\/td>\n<\/tr>\n
20<\/td>\n3.2 Example E3.1 \u2013 Use of MDMT Exemptions Curves <\/td>\n<\/tr>\n
21<\/td>\n3.3 Example E3.2 \u2013 Use of MDMT Exemption Curves with Stress Reduction <\/td>\n<\/tr>\n
22<\/td>\n3.4 Example E3.3 \u2013 Determine the MDMT for a Nozzle- to- Shell Welded Assembly
3.4 Example E3.3 \u2013 Determine the MDMT for a Nozzle-to-Shell Welded Assembly <\/td>\n<\/tr>\n
26<\/td>\nFigure E3.3.1 \u2013 Nozzle- Shell Detail <\/td>\n<\/tr>\n
28<\/td>\nDESIGN BY RULE REQUIREMENTS
4.1 General Requirements Example E4.1.1 \u2013 Review of General Requirements for a Vessel Design <\/td>\n<\/tr>\n
29<\/td>\nExample E4.1.2 \u2013 Required Wall Thickness of a Hemispherical Head
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
30<\/td>\nPTB- 4- 2012 Section VIII, Division 2 Solution Using VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
31<\/td>\nPTB- 4- 2012 4.2 Welded Joints 4.2.1 Example E4.2.1 \u2013 Nondestructive Examination Requirement for Vessel Design
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
32<\/td>\nSection VIII, Division 2 Solution Using VIII- 1 Allowable Stresses
4.2.2 Example E4.2.2 \u2013 Nozzle Detail and Weld Sizing <\/td>\n<\/tr>\n
35<\/td>\nSection VIII, Division 2 Solution <\/td>\n<\/tr>\n
37<\/td>\nPTB- 4- 2012 4.3 Internal Design Pressure 4.3.1 Example E4.3.1 \u2013 Cylindrical Shell
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
4.3.2 Example E4.3.2 \u2013 Conical Shell <\/td>\n<\/tr>\n
38<\/td>\nSection VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
4.3.3 Example E4.3.3 \u2013 Spherical Shell <\/td>\n<\/tr>\n
39<\/td>\nSection VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses
4.3.4 Example E4.3.4 \u2013 Torispherical Head <\/td>\n<\/tr>\n
40<\/td>\nSection VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
42<\/td>\n4.3.5 Example E4.3.5 \u2013 Elliptical Head <\/td>\n<\/tr>\n
43<\/td>\nSection VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
46<\/td>\n4.3.6 Example E4.3.6 \u2013 Combined Loadings and Allowable Stresses
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
48<\/td>\nSection VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
51<\/td>\nPTB- 4- 2012 Table E4.3.6.1: Design Loads and Load Combinations from VIII- 2 <\/td>\n<\/tr>\n
52<\/td>\nPTB- 4- 2012 Table E4.3.6.2: Design Loads ( Net- Section Axial Force and Bending Moment) at the Location of Interest <\/td>\n<\/tr>\n
53<\/td>\nPTB- 4- 2012 Table E4.3.6.3 \u2013 Load Case Combination at the Location of Interest
Force and Moment General Primary Membrane Allowable Stress <\/td>\n<\/tr>\n
54<\/td>\nPTB- 4- 2012 4.3.7 Example E4.3.7 \u2013 Conical Transitions Without a Knuckle
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
57<\/td>\nSection VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
76<\/td>\nFigure E4.3.7 \u2013 Conical Transition
4.3.8 Example E4.3.8 – Conical Transitions with a Knuckle <\/td>\n<\/tr>\n
78<\/td>\nSection VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
81<\/td>\nFigure E4.3.8 \u2013 Knuckle Detail <\/td>\n<\/tr>\n
82<\/td>\nPTB- 4- 2012 4.4 Shells Under External Pressure and Allowable Compressive Stresses 4.4.1 Example E4.4.1 – Cylindrical Shell <\/td>\n<\/tr>\n
85<\/td>\nPTB- 4- 2012 4.4.2 Example E4.4.2 – Conical Shell
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
87<\/td>\nSection VIII, Division 2 Solution <\/td>\n<\/tr>\n
89<\/td>\n4.4.3 Example E4.4.3 – Spherical Shell and Hemispherical Head
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
90<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
91<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
92<\/td>\nPTB- 4- 2012 4.4.4 Example E4.4.4 – Torispherical Head
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
93<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
94<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
95<\/td>\nPTB- 4- 2012 4.4.5 Example E4.4.5 – Elliptical Head
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
96<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
97<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
98<\/td>\nPTB- 4- 2012
4.4.6 Example E4.4.6 – Combined Loadings and Allowable Compressive Stresses <\/td>\n<\/tr>\n
99<\/td>\nPTB- 4- 2012
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
100<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
101<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
102<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
103<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
104<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
105<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
106<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
107<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
108<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
109<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
110<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
111<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
112<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
113<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
114<\/td>\nPTB- 4- 2012 A summary of the allowable compressive stresses are as follows: <\/td>\n<\/tr>\n
115<\/td>\nPTB- 4- 2012 Table E4.4.6.1: Design Loads and Load Combinations from VIII- 2 <\/td>\n<\/tr>\n
116<\/td>\nPTB- 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 <\/td>\n<\/tr>\n
117<\/td>\nPTB- 4- 2012 Table E4.4.6.3 \u2013 Load Case Combination at the Location of Interest Load Case Design Load Combination Magnitude of Pressure,
Force and Moment General Primary Membrane Allowable Stress <\/td>\n<\/tr>\n
118<\/td>\nPTB- 4- 2012 4.4.7 Example E4.4.7 – Conical Transitions without a Knuckle <\/td>\n<\/tr>\n
119<\/td>\nPTB- 4- 2012 Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
120<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
121<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
122<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
123<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
124<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
125<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
126<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
127<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
128<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
129<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
130<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
131<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
132<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
133<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
134<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
135<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
136<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
137<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
138<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
139<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
140<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
141<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
142<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
143<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
144<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
145<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
146<\/td>\nPTB- 4- 2012 4.4.8 Example E4.4.8 – Conical Transitions with a Knuckle
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
147<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
148<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
149<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
150<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
151<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
152<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
153<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
154<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
155<\/td>\nPTB- 4- 2012 4.5 Shells Openings in Shells and Heads 4.5.1 Example E4.5.1 \u2013 Radial Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
156<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
157<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
158<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
159<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
160<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
161<\/td>\nPTB- 4- 2012
Figure E4.5.1 \u2013 Nozzle Detail <\/td>\n<\/tr>\n
162<\/td>\nPTB- 4- 2012 4.5.2 Example E4.5.2 \u2013 Hillside Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
163<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
164<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
165<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
166<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
167<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
168<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
169<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
170<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
171<\/td>\nPTB- 4- 2012
Figure E4.5.2 \u2013 Nozzle Detail <\/td>\n<\/tr>\n
172<\/td>\nPTB- 4- 2012 4.5.3 Example E4.5.3 \u2013 Radial Nozzle in Ellipsoidal Head
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
173<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
174<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
175<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
176<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
177<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
178<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
179<\/td>\nPTB- 4- 2012 Figure E4.5.3 \u2013 Nozzle Details <\/td>\n<\/tr>\n
180<\/td>\nPTB- 4- 2012 4.5.4 Example E4.5.4 \u2013 Radial Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
181<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
182<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
183<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
184<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
185<\/td>\nPTB- 4- 2012
Figure E4.5.4 \u2013 Nozzle Details <\/td>\n<\/tr>\n
186<\/td>\nPTB- 4- 2012 4.5.5 Example E4.5.5 \u2013 Pad Reinforced Radial Nozzle in Cylindrical Shell
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
187<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
188<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
189<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
190<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
191<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
192<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
193<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
194<\/td>\nPTB- 4- 2012
Figure E4.5.5 \u2013 Nozzle Details <\/td>\n<\/tr>\n
195<\/td>\nPTB- 4- 2012 4.5.6 Example E4.5.6 \u2013 Radial Nozzle in an Ellipsoidal Head with Inside Projection
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
196<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
197<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
198<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
199<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
200<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution <\/td>\n<\/tr>\n
201<\/td>\nPTB- 4- 2012
Figure E4.5.6 \u2013 Nozzle Details <\/td>\n<\/tr>\n
202<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
203<\/td>\nPTB- 4- 2012
4.6.2 Example E4.6.2 \u2013 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. <\/td>\n<\/tr>\n
204<\/td>\nPTB- 4- 2012
4.6.3 Example E4.6.3 \u2013 Integral Flat Head with a Centrally Located Opening <\/td>\n<\/tr>\n
205<\/td>\nPTB- 4- 2012
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. <\/td>\n<\/tr>\n
206<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
207<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
208<\/td>\nPTB- 4- 2012 Table E4.6.3.1 \u2013 Junction Stress Equations for an Integral Flat Head With Opening Head\/ Shell Junction Stresses Opening\/ Head Junction Stresses <\/td>\n<\/tr>\n
209<\/td>\nPTB- 4- 2012 Table E4.6.3.2 \u2013 Stress Acceptance Criteria for an Integral Flat Head With Opening Head\/ Shell Junction Stresses Opening\/ Head Junction Stresses <\/td>\n<\/tr>\n
210<\/td>\nPTB- 4- 2012
Figure E4.6.3 \u2013 Head, Shell and Nozzle Geometry <\/td>\n<\/tr>\n
211<\/td>\nPTB- 4- 2012 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
212<\/td>\nPTB- 4- 2012
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. <\/td>\n<\/tr>\n
213<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
214<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
215<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
216<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
217<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
218<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
219<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
220<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
221<\/td>\nPTB- 4- 2012
Figure E4.7.1 \u2013 Floating Head Geometry <\/td>\n<\/tr>\n
222<\/td>\nPTB- 4- 2012 4.7.2 Example E4.7.2 \u2013 Thickness Calculation for a Type D Head Using the Alternative Rule in VIII- 2, Paragraph 4.7.5.3 <\/td>\n<\/tr>\n
223<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
224<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
225<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
226<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
227<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
228<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
229<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
230<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
231<\/td>\nPTB- 4- 2012 4.8 Quick- Actuating ( Quick Opening) Closures 4.8.1 Example E4.8.1 \u2013 Review of Requirements for Quick- Actuating Closures
Design rules for quick\u2013 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. <\/td>\n<\/tr>\n
232<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
233<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
234<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
235<\/td>\nPTB- 4- 2012 Figure E4.9.1 \u2013 Stayed Plate Detail <\/td>\n<\/tr>\n
236<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
237<\/td>\nPTB- 4- 2012
Figure E4.10.1 \u2013 Installation Pattern <\/td>\n<\/tr>\n
238<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
239<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
240<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
241<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
242<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
243<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
244<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
245<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
246<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
247<\/td>\nPTB- 4- 2012
4.12.2 Example E4.12.2 – Type 4 <\/td>\n<\/tr>\n
248<\/td>\nPTB- 4- 2012
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. <\/td>\n<\/tr>\n
249<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
250<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
251<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
252<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
253<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
254<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
255<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
256<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
257<\/td>\nPTB- 4- 2012 Figure E4.12.2 \u2013 Composite Section Details <\/td>\n<\/tr>\n
258<\/td>\nPTB- 4- 2012 4.13 Layered Vessels 4.13.1 Example E4.13.1 \u2013 Layered Cylindrical Shell
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
259<\/td>\nPTB- 4- 2012 4.13.2 Example E4.13.2 \u2013 Layered Hemispherical Head
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
260<\/td>\nPTB- 4- 2012 4.13.3 Example E4.13.3 \u2013 Maximum Permissible Gap in a Layered Cylindrical Shell
Section VIII, Division 1 Solution
Section VIII, Division 2 Solution with VIII- 2 Allowable Stresses <\/td>\n<\/tr>\n
261<\/td>\nPTB- 4- 2012 4.14 Evaluation of Vessels Outside of Tolerance 4.14.1 Example E4.14.1 \u2013 Shell Tolerances
4.14.2 Example E4.14.2 \u2013 Shell Tolerances and Fatigue Evaluation <\/td>\n<\/tr>\n
262<\/td>\nPTB- 4- 2012 4.14.3 Example E4.14.3 – Local Thin Area
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
263<\/td>\nPTB- 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 <\/td>\n<\/tr>\n
264<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
265<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
266<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
267<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
268<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
269<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
270<\/td>\nPTB- 4- 2012
Figure E4.15.1 \u2013 Saddle Details <\/td>\n<\/tr>\n
271<\/td>\nPTB- 4- 2012 4.15.2 Example E4.15.2 \u2013 Vertical Vessel, Skirt Design
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
272<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
273<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
274<\/td>\nPTB- 4- 2012
Section VIII, Division 2 Solution with VIII- 1 Allowable Stresses <\/td>\n<\/tr>\n
275<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
276<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
277<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
278<\/td>\nPTB- 4- 2012 Table E4.15.2.1: Design Loads and Load Combinations from VIII- 2 <\/td>\n<\/tr>\n
279<\/td>\nPTB- 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 <\/td>\n<\/tr>\n
280<\/td>\nPTB- 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 <\/td>\n<\/tr>\n
281<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
282<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
283<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
284<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
285<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
286<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
287<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
288<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
289<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
290<\/td>\nPTB- 4- 2012
Figure E4.16.1 \u2013 Flanged Joints <\/td>\n<\/tr>\n
291<\/td>\nPTB- 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. <\/td>\n<\/tr>\n
292<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
293<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
294<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
295<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
296<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
297<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
298<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
299<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
300<\/td>\nPTB- 4- 2012 4.17 Clamped Connections 4.17.1 Example E4.17.1 – Flange and Clamp Design Procedure <\/td>\n<\/tr>\n
301<\/td>\nPTB- 4- 2012
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. <\/td>\n<\/tr>\n
302<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
303<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
304<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
305<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
306<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
307<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
308<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
310<\/td>\nPTB- 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 <\/td>\n<\/tr>\n
311<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
312<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
313<\/td>\nPTB- 4- 2012
4.18.2 Example E4.18.2 – U- Tube Tubesheet Gasketed With Shell and Channel <\/td>\n<\/tr>\n
314<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
315<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
316<\/td>\nPTB- 4- 2012
4.18.3 Example E4.18.3 – U- Tube Tubesheet Gasketed With Shell and Channel <\/td>\n<\/tr>\n
317<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
318<\/td>\nPTB- 4- 2012
4.18.4 Example E. 4.18.4 – U- Tube Tubesheet Gasketed With Shell and Integral with Channel, Extended as a Flange <\/td>\n<\/tr>\n
319<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
320<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
321<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
322<\/td>\nPTB- 4- 2012
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 <\/td>\n<\/tr>\n
323<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
324<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
325<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
326<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
327<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
328<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
329<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
330<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
331<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
332<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
333<\/td>\nPTB- 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 <\/td>\n<\/tr>\n
334<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
335<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
336<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
337<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
338<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
339<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
340<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
341<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
342<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
343<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
344<\/td>\nPTB- 4- 2012 4.18.7 Example E. 14.7 – Fixed Tubesheet Exchanger, Configuration a <\/td>\n<\/tr>\n
345<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
346<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
347<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
348<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
349<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
350<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
351<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
352<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
353<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
354<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
355<\/td>\nPTB- 4- 2012 4.18.8 Example E4.18.8 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Gasketed, Not Extended as a Flange <\/td>\n<\/tr>\n
356<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
357<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
358<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
359<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
360<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
361<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
362<\/td>\nPTB- 4- 2012
4.18.9 Example E. 14.18.9 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Integral <\/td>\n<\/tr>\n
363<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
364<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
365<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
366<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
367<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
368<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
369<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
370<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
371<\/td>\nPTB- 4- 2012
4.18.10 Example E. 14.18.10 – Stationary Tubesheet Gasketed With Shell and Channel; Floating Tubesheet Internally Sealed <\/td>\n<\/tr>\n
372<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
373<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
374<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
375<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
376<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
377<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
378<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
379<\/td>\nPTB- 4- 2012 4.19 Bellows Expansion Joints 4.19.1 Example E4.19.1 \u2013 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. <\/td>\n<\/tr>\n
380<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
381<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
382<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
383<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
384<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
385<\/td>\nPTB- 4- 2012
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 <\/td>\n<\/tr>\n
386<\/td>\nPTB- 4- 2012 references made to VIII- 1 Mandatory Appendix 26 paragraphs. <\/td>\n<\/tr>\n
387<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
388<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
389<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
390<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
391<\/td>\nPTB- 4- 2012 <\/td>\n<\/tr>\n
392<\/td>\nPTB- 4- 2012
DESIGN BY ANALYSIS REQUIREMENTS
5.1 Design- By- Analysis for Section VIII, Division 1
5.2 Paragraph U- 2( g) \u2013 Design- By- Analysis Provision without Procedures <\/td>\n<\/tr>\n
396<\/td>\nFABRICATION REQUIREMENTS
6.1 Example E6.1 \u2013 Postweld Heat Treatment of a Pressure Vessel
Section VIII, Division 1 Solution <\/td>\n<\/tr>\n
399<\/td>\n6.2 Example E6.2 \u2013 Out- of- Roundness of a Cylindrical Forged Vessel <\/td>\n<\/tr>\n
402<\/td>\nINSPECTION AND EXAMINATION REQUIREMENTS
7.1 Inspection and Examination Rules Commentary <\/td>\n<\/tr>\n
404<\/td>\nPTB- 4- 2012 Table E7.1.1\u2013 Definition Of Weld Joint Types, Per Table UW- 12
Weld Joint Type Description
Table E7.1.2 \u2013 Weld Joint Categories, per paragraph UW- 3 Weld Category Description <\/td>\n<\/tr>\n
405<\/td>\nFigure E7.1.1 \u2013 UW- 3 Illustration of Welded Joint Locations: Categories A, B, C, and D <\/td>\n<\/tr>\n
406<\/td>\nFigure E7.1.2 \u2013 Logic Diagram for UW- 11( a) <\/td>\n<\/tr>\n
407<\/td>\nFigure E7.1.3 \u2013 Logic Diagram for UW- 11( a)( 5). UW- 11( b) and UW- 11( c) <\/td>\n<\/tr>\n
408<\/td>\nFigure E7.1.4 \u2013 Logic Diagram for UW- 12 <\/td>\n<\/tr>\n
409<\/td>\nFigure E7.2 \u2013 Vessel Sketch
7.2 Example E7.1 \u2013 NDE: Establish Joint Efficiencies, RT- 1 <\/td>\n<\/tr>\n
410<\/td>\nPTB- 4- 2012 Table E7.2 \u2013 NDE Weld Joint Requirements <\/td>\n<\/tr>\n
411<\/td>\n7.3 Example E7.2 \u2013 NDE: Establish Joint Efficiencies, RT- 2 <\/td>\n<\/tr>\n
412<\/td>\nPTB- 4- 2012 Table E7.3 \u2013 NDE Weld Joint Requirements <\/td>\n<\/tr>\n
413<\/td>\n7.4 Example E7.3 \u2013 NDE: Establish Joint Efficiencies, RT- 4 <\/td>\n<\/tr>\n
414<\/td>\nPTB- 4- 2012 Table E7.4 \u2013 NDE Weld Joint Requirements <\/td>\n<\/tr>\n
415<\/td>\nPTB- 4- 2012
7.5 Example E7.4 \u2013 NDE: Establish Joint Efficiencies, RT- 3 <\/td>\n<\/tr>\n
416<\/td>\nPTB- 4- 2012 Table E7.5 \u2013 NDE Weld Joint Requirements <\/td>\n<\/tr>\n
418<\/td>\nPRESSURE TESTING REQUIREMENTS
8.1 Example E8.1 \u2013 Determination of a Hydrostatic Test Pressure <\/td>\n<\/tr>\n
419<\/td>\n8.2 Example E8.2 \u2013 Determination of a Pneumatic Test Pressure <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME PTB-4 ASME Section VIII-Division 1 Example Problem Manual<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2012<\/td>\n421<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":79173,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-79172","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/79172","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/79173"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=79172"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=79172"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=79172"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}