ASME BPVC section II part D 2015

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ASME BPVC section II part D 2015

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This international code or standard was developed under procedures accredited as meeting the criteria for American National Standards and it is an American National Standard. The Standards Committee that approved the code or standard was balanced to assure that individuals from competent and concerned interests have had an opportunity to participate. The proposed code or standard was made available for public review and comment that provides an opportunity for additional public input from industry, academia, regulatory agencies, and the publicatlarge. ASME does not “approve,” “rate,” or “endorse” any item, construction, proprietary device, or activity. ASME does not take any position with respect to the validity of any patent rights asserted in connection with any items mentioned in this document, and does not undertake to insure anyone utilizing a standard against liability for infringement of any applicable letters patent, nor assume any such liability. Users of a code or standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, is entirely their own responsibility. Participation by federal agency representative(s) or person(s) affiliated with industry is not to be interpreted as government or industry endorsement of this code or standard. ASME accepts responsibility for only those interpretations of this document issued in accordance with the established ASME procedures and policies, which precludes the issuance of interpretations by individuals. The endnotes and preamble in this document (if any) are part of this American National Standard

ASME Boiler and Pressure Vessel Code An International Code 2015 MATERI ALS Prop er ties (Cu stomar y) This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom SECTION II Pa r t D Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME B PVC.II.D.C -2015 No fu 2015 ASME Boiler & Pressure Vessel Code 2015 Edition July 1, 2015 MATERIALS Part D Properties (Customary) ASME Boiler and Pressure Vessel Committee on Materials Two Park Avenue • New York, NY • 10016 USA This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom II Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) AN INTERNATIONAL CODE No fu This international code or standard was developed under procedures accredited as meeting the criteria for American National Standards and it is an American National Standard The Standards Committee that approved the code or standard was balanced to assure that individuals from competent and concerned interests have had an opportunity to participate The proposed code or standard was made available for public review and comment that provides an opportunity for additional public input from industry, academia, regulatory agencies, and the public-at-large ASME does not “approve,” “rate,” or “endorse” any item, construction, proprietary device, or activity ASME does not take any position with respect to the validity of any patent rights asserted in connection with any items mentioned in this document, and does not undertake to insure anyone utilizing a standard against liability for infringement of any applicable letters patent, nor assume any such liability Users of a code or standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, is entirely their own responsibility Participation by federal agency representative(s) or person(s) affiliated with industry is not to be interpreted as government or industry endorsement of this code or standard ASME accepts responsibility for only those interpretations of this document issued in accordance with the established ASME procedures and policies, which precludes the issuance of interpretations by individuals The endnotes and preamble in this document (if any) are part of this American National Standard ASME collective membership mark Certification Mark “ASME” is the trademark of The American Society of Mechanical Engineers No part of this document may be reproduced in any form, in an electronic retrieval system or otherwise, without the prior written permission of the publisher Library of Congress Catalog Card Number: 56-3934 Printed in the United States of America Adopted by the Council of The American Society of Mechanical Engineers, 1914; latest edition 2015 The American Society of Mechanical Engineers Two Park Avenue, New York, NY 10016-5990 Copyright © 2015 by THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS All rights reserved This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom The above ASME symbol is registered in the U.S Patent Office Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) Date of Issuance: July 1, 2015 No fu List of Sections Foreword Statement of Policy on the Use of the Certification Mark and Code Authorization in Advertising Statement of Policy on the Use of ASME Marking to Identify Manufactured Items Submittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees Personnel Summary of Changes List of Changes in Record Number Order Cross-Referencing and Stylistic Changes in the Boiler and Pressure Vessel Code Subpart x xii xiv xiv xv xvii xxxiv xliv xlv 1 Subpart Physical Properties Tables Introduction 752 752 Subpart Charts and Tables for Determining Shell Thickness of Components Under External Pressure 793 Mandatory Appendix Basis for Establishing Stress Values in Tables 1A and 1B 922 Mandatory Appendix Basis for Establishing Design Stress Intensity Values for Tables 2A, 2B, and 4, and Allowable Stress Values for Table 924 Mandatory Appendix Basis for Establishing External Pressure Charts 927 Mandatory Appendix Guidelines on the Approval of New Materials Under the ASME Boiler and Pressure Vessel Code 934 Mandatory Appendix Guidelines on Multiple Marking of Materials 942 Mandatory Appendix Standard Units for Use in Equations 944 Mandatory Appendix 10 Basis for Establishing Maximum Allowable Stress Values for Tables 5A and 5B 945 Nonmandatory Appendix A Issues Associated With Materials Used in ASME Code Construction 947 Nonmandatory Appendix B Developing Nominal Composition Designations for ASME Code Materials 967 Guidance for the Use of U.S Customary and SI Units in the ASME Boiler and Pressure Vessel Code 970 Guidelines for Rounding Minimum Specified Tensile and Yield Strength Values and for Establishing Anchor Points for Tensile and Yield Strength Trend Curves in Tables 1A, 1B, 2A, 2B, 3, 4, 5A, 5B, U, U-2, and Y-1 973 Nonmandatory Appendix C Nonmandatory Appendix D iii This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom Stress Tables Statement of Policy on Information Provided in the Stress Tables Guideline on Locating Materials in Stress Tables, and in Tables of Mechanical and Physical Properties Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) TABLE OF CONTENTS No fu CS-2 CS-3 CS-4 CS-5 CS-6 HT-1 HT-2 HA-1 HA-2 HA-3 HA-4 HA-6 HA-7 HA-8 HA-9 CI-1 CD-1 CD-2 NFA-1 NFA-2 NFA-3 NFA-4 iv 794 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom HA-5 Geometric Chart for Components Under External or Compressive Loadings (for All Materials) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Carbon or Low Alloy Steels With Specified Minimum Yield Strength Less Than 30,000 psi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Carbon or Low Alloy Steels With Specified Minimum Yield Strength 30,000 psi and Higher Chart for Determining Shell Thickness of Components Under External Pressure Developed for Carbon Steel and Low Alloy Steels With Specified Minimum Yield Strength 38,000 psi and Higher for Temperatures 300°F and Less Chart for Determining Shell Thickness of Components Under External Pressure Developed for SA-537 Thickness 21/2 in and Less Chart for Determining Shell Thickness of Components Under External Pressure Developed for SA-508 Class 1, Grades and 3; SA-508 Class 2, Grade 2; SA-533 Class 1, Grades A, B, C, and D; SA-533 Class 2, Grades A, B, C, and D; or SA-541 Grades and Chart for Determining Shell Thickness of Components Under External Pressure Developed for Carbon Steel With Specified Minimum Yield Strength of 20,000 psi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Quenched and Tempered Low Alloy Steel With Specified Minimum Yield Strength of 100,000 psi and Thickness 21/2 in and Less Chart for Determining Shell Thickness of Components Under External Pressure Developed for SA-508 Grade 4N, Class or SA-543 Types B and C, Class With Specified Minimum Yield Strength of 100,000 psi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic Steel 18Cr–8Ni, Type 304 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic Steel 16Cr–12Ni–2Mo, Type 316 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic Steel 18Cr–8Ni–0.035 Maximum Carbon, Type 304L Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic Steel 18Cr–8Ni–Mo–0.035 Maximum Carbon, Type 316L Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic–Ferritic Steel 18Cr–5Ni–3Mo S31500 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic Steel 21Cr–11Ni–N S30815 Chart for Determining Shell Thickness of Components Under External Pressure Developed for SA-564 Type 630 H1150 (17Cr–4Ni–4Cu S17400) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic–Ferritic Steel 25Cr–7Ni–3Mo–2W–0.28N S39274 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Austenitic Steel 25Cr–7.5Ni–3.5Mo–N–Cu–W S32760 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Cast Iron Chart for Determining Shell Thickness of Components Under External Pressure Developed for Cast Ductile Iron With a Specified Minimum Yield Strength of 40,000 psi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Cast Ductile Iron With a Specified Minimum Yield Strength of 29,000 psi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 3003 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 3003 in H14 Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 3004 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 3004 in H34 Temper Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) FIGURES G CS-1 No fu NFA-6 NFA-7 NFA-8 NFA-9 NFA-10 NFA-11 NFA-12 NFA-13 NFC-1 NFC-2 NFC-3 NFC-4 NFC-5 NFC-6 NFC-8 NFN-1 NFN-2 NFN-3 NFN-4 NFN-5 NFN-6 NFN-7 NFN-8 NFN-9 NFN-10 v 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom NFC-7 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 5154 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 5454 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 1060 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 5052 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 5086 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 5456 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Alloy 5083 in Temper Chart for Determining Shell Thickness of Components Under External Pressure Developed for Welded Aluminum Alloy 6061‐T6 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Welded Aluminum Alloy 6061‐T4 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Copper, Type DHP Chart for Determining Shell Thickness of Components Under External Pressure Developed for Copper–Silicon Alloys A and C Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed 90–10 Copper–Nickel Alloy Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed 70–30 Copper–Nickel Alloy Chart for Determining Shell Thickness of Components Under External Pressure Developed for Welded Copper–Iron Alloy Tube C19400 (SB-543 Welded) Chart for Determining Shell Thickness of Components Under External Pressure Developed for SB-75 and SB-111 Light Drawn Seamless Copper Tubes, Alloys C10200, C12000, C12200, and C14200 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Copper, SB-75, UNS C12200, Temper 050 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Aluminum Bronze Alloy C61400 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Low Carbon Nickel N02201 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Nickel N02200 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Nickel–Copper Alloy N04400 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Nickel–Chromium–Iron Alloy N06600 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Molybdenum Alloy N10001 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Molybdenum–Chromium–Iron Alloy N10003 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Iron–Chromium–Molybdenum–Copper Alloy N08825 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Nickel–Iron–Chromium Alloy N08800 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Nickel–Iron–Chromium Alloy N08810 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Low Carbon Nickel–Molybdenum–Chromium Alloy N10276 Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) NFA-5 No fu NFN-12 NFN-13 NFN-14 NFN-15 NFN-16 NFN-17 NFN-18 NFN-19 NFN-20 NFN-21 NFN-22 NFN-23 NFN-24 NFN-26 NFN-27 NFT-1 NFT-2 NFT-3 NFT-4 NFT-5 NFZ-1 NFZ-2 3-500.1 3-500.2 vi 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 929 930 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom NFN-25 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Solution Treated Nickel–Chromium–Iron–Molybdenum–Copper Alloy N06007 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Chromium–Nickel–Iron–Molybdenum–Copper–Columbium Alloy N08020 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Iron–Chromium–Silicon Alloy N08330 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Chromium–Molybdenum Alloy N06455 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Molybdenum Alloy N06002 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Molybdenum Alloy N10665 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Annealed Nickel–Chromium–Molybdenum–Columbium Alloy N06625 (SB-443, SB-444, and SB-446) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Molybdenum–Chromium–Iron–Copper Alloy N06985 Having a Minimum Yield Strength of 35 ksi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Molybdenum–Chromium–Iron–Copper Alloy N06985 Having a Minimum Yield Strength of 30 ksi Chart for Determining Shell Thickness of Components Under External Pressure Developed for Work‐Hardened Nickel Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel–Chromium–Iron Alloy N06600 (Specified Minimum Yield Strength 40,000 psi) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Solution Annealed Ni–Cr–Mo–Cb Alloy, Grade N06625 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Cold Worked Nickel–Iron–Chromium Alloy N08800 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Nickel Alloy N06230 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Stress Relieved Nickel Alloy N02200 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Alloy S31277 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Alloy N06035 Chart for Determining Shell Thickness of Components Under External Pressure Developed for Unalloyed Titanium Grade (UNS R50550) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Unalloyed Titanium Grade (UNS R50400) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Titanium Grade (UNS R50250) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Titanium Grade Alloy (UNS R56320) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Titanium Grade 12 Alloy (UNS R53400) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Zirconium Alloy (UNS R60702) Chart for Determining Shell Thickness of Components Under External Pressure Developed for Zirconium Alloy (UNS R60705) Temperature Limits for Application of Section II External Pressure Charts for Cylinder Under External Pressure Temperature Limits for Application of Section II External Pressure Charts for Cylinder Under Axial Compression Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) NFN-11 No fu 3-700.1 TABLES 1A 1B 2A 2B 5A 5B U U-2 Y-1 Y-2 Section I; Section III, Classes and 3; Section VIII, Division 1; and Section XII Maximum Allowable Stress Values S for Ferrous Materials Section I; Section III, Classes and 3; Section VIII, Division 1; and Section XII Maximum Allowable Stress Values S for Nonferrous Materials Section III, Division 1, Classes and MC, and Section III, Division 3, Classes TC and SC Design Stress Intensity Values S m for Ferrous Materials Section III, Division 1, Class and Section III, Division 3, Classes TC and SC Design Stress Intensity Values S m for Nonferrous Materials Section III, Classes and 3; Section VIII, Divisions and 2; and Section XII Maximum Allowable Stress Values S for Bolting Materials Section III, Classes 1, TC, and SC; and Section VIII, Division Design Stress Intensity Values S m for Bolting Materials Section VIII, Division Maximum Allowable Stress Values S for Ferrous Materials Section VIII, Division Maximum Allowable Stress Values S for Nonferrous Materials Tensile Strength Values S u for Ferrous and Nonferrous Materials Section VIII, Division Tensile Strength Values S u for Ferrous Materials Yield Strength Values S y for Ferrous and Nonferrous Materials Factors for Limiting Permanent Strain in Austenitic Stainless Steels, High-Nickel Alloy Steels, Nickel, and Nickel Alloys Thermal Expansion for Ferrous Materials Thermal Expansion for Aluminum Alloys Thermal Expansion for Copper Alloys Thermal Expansion for Nickel Alloys Thermal Expansion for Titanium Alloys Nominal Coefficients of Thermal Conductivity (TC) and Thermal Diffusivity (TD) Moduli of Elasticity E of Ferrous Materials for Given Temperatures Moduli of Elasticity E of Aluminum and Aluminum Alloys for Given Temperatures Moduli of Elasticity E of Copper and Copper Alloys for Given Temperatures Moduli of Elasticity E of High Nickel Alloys for Given Temperatures Moduli of Elasticity E of Titanium and Zirconium for Given Temperatures Poisson’s Ratio and Density of Materials Tabular Values for Figure G Tabular Values for Figure CS-1 Tabular Values for Figure CS-2 Tabular Values for Figure CS-3 Tabular Values for Figure CS-4 Tabular Values for Figure CS-5 Tabular Values for Figure CS-6 Tabular Values for Figure HT-1 Tabular Values for Figure HT-2 Tabular Values for Figure HA-1 Tabular Values for Figure HA-2 Tabular Values for Figure HA-3 Tabular Values for Figure HA-4 Tabular Values for Figure HA-5 Tabular Values for Figure HA-6 Tabular Values for Figure HA-7 Tabular Values for Figure HA-8 Tabular Values for Figure HA-9 Tabular Values for Figure CI-1 Tabular Values for Figure CD-1 vii 931 932 154 278 336 344 374 386 448 474 560 562 751 753 758 759 760 770 771 785 788 789 790 791 791 871 873 874 875 876 876 877 877 878 878 879 879 880 880 881 882 882 883 884 884 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom TE-1 TE-2 TE-3 TE-4 TE-5 TCD TM-1 TM-2 TM-3 TM-4 TM-5 PRD G CS-1 CS-2 CS-3 CS-4 CS-5 CS-6 HT-1 HT-2 HA-1 HA-2 HA-3 HA-4 HA-5 HA-6 HA-7 HA-8 HA-9 CI-1 CD-1 Temperature Limits for Application of Section II External Pressure Charts for Sphere Under External Pressure Normalization of Test σ– ε to σ y m i n and E c o d e Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) 3-500.3 No fu viii 884 885 886 887 888 888 889 889 890 890 891 891 892 893 893 894 894 895 895 896 896 897 897 898 898 899 899 900 900 901 902 903 903 904 904 905 906 907 908 909 910 911 912 913 914 915 915 916 917 918 918 919 920 921 921 923 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom Tabular Values for Figure CD-2 Tabular Values for Figure NFA-1 Tabular Values for Figure NFA-2 Tabular Values for Figure NFA-3 Tabular Values for Figure NFA-4 Tabular Values for Figure NFA-5 Tabular Values for Figure NFA-6 Tabular Values for Figure NFA-7 Tabular Values for Figure NFA-8 Tabular Values for Figure NFA-9 Tabular Values for Figure NFA-10 Tabular Values for Figure NFA-11 Tabular Values for Figure NFA-12 Tabular Values for Figure NFA-13 Tabular Values for Figure NFC-1 Tabular Values for Figure NFC-2 Tabular Values for Figure NFC-3 Tabular Values for Figure NFC-4 Tabular Values for Figure NFC-5 Tabular Values for Figure NFC-6 Tabular Values for Figure NFC-7 Tabular Values for Figure NFC-8 Tabular Values for Figure NFN-1 Tabular Values for Figure NFN-2 Tabular Values for Figure NFN-3 Tabular Values for Figure NFN-4 Tabular Values for Figure NFN-5 Tabular Values for Figure NFN-6 Tabular Values for Figure NFN-7 Tabular Values for Figure NFN-8 Tabular Values for Figure NFN-9 Tabular Values for Figure NFN-10 Tabular Values for Figure NFN-11 Tabular Values for Figure NFN-12 Tabular Values for Figure NFN-13 Tabular Values for Figure NFN-14 Tabular Values for Figure NFN-15 Tabular Values for Figure NFN-16 Tabular Values for Figure NFN-17 Tabular Values for Figure NFN-18 Tabular Values for Figure NFN-19 Tabular Values for Figure NFN-20 Tabular Values for Figure NFN-22 Tabular Values for Figure NFN-23 Tabular Values for Figure NFN-24 Tabular Values for Figure NFN-25 Tabular Values for Figure NFN-26 Tabular Values for Figure NFN-27 Tabular Values for Figure NFT-1 Tabular Values for Figure NFT-2 Tabular Values for Figure NFT-3 Tabular Values for Figure NFT-4 Tabular Values for Figure NFT-5 Tabular Values for Figure NFZ-1 Tabular Values for Figure NFZ-2 Criteria for Establishing Allowable Stress Values for Tables 1A and 1B Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) CD-2 NFA-1 NFA-2 NFA-3 NFA-4 NFA-5 NFA-6 NFA-7 NFA-8 NFA-9 NFA-10 NFA-11 NFA-12 NFA-13 NFC-1 NFC-2 NFC-3 NFC-4 NFC-5 NFC-6 NFC-7 NFC-8 NFN-1 NFN-2 NFN-3 NFN-4 NFN-5 NFN-6 NFN-7 NFN-8 NFN-9 NFN-10 NFN-11 NFN-12 NFN-13 NFN-14 NFN-15 NFN-16 NFN-17 NFN-18 NFN-19 NFN-20 NFN-22 NFN-23 NFN-24 NFN-25 NFN-26 NFN-27 NFT-1 NFT-2 NFT-3 NFT-4 NFT-5 NFZ-1 NFZ-2 1-100 No fu 9-100 10-100 ENDNOTES Criteria for Establishing Design Stress Intensity Values for Tables 2A and 2B Criteria for Establishing Allowable Stress Values for Table Criteria for Establishing Allowable Stress or Design Stress Intensity Values for Table ASTM Test Methods and Units for Reporting Example of a Comparison of Allowable Stresses of Base Metals With Compositions Similar to Those of Selected Welding Consumables and the Proposed New Base Metal Standard Units for Use in Equations Criteria for Establishing Allowable Stress Values for Tables 5A and 5B 925 926 926 937 940 944 945 975 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom ix Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) 2-100(a) 2-100(b) 2-100(c) 5-800 5-1500 No fu (i) Volumes in cubic inches (in.3) were converted to cubic mm (mm3) and volumes in cubic feet (ft3) were converted to cubic meters (m3) See examples in the following table: Table continued Size, in Size, mm 12 18 20 24 36 40 54 60 72 1 1 Size or Length, ft 200 300 450 500 600 900 000 350 500 800 1.5 (g) For nominal pipe sizes, the following relationships were used: /8 /4 /8 /2 /4 11/4 11/2 21/2 31/2 10 12 14 16 18 DN DN DN 10 DN 15 DN 20 DN 25 DN 32 DN 40 DN 50 DN 65 DN 80 DN 90 DN 100 DN 125 DN 150 DN 200 DN 250 DN 300 DN 350 DN 400 DN 450 NPS 20 NPS 22 NPS 24 NPS 26 NPS 28 NPS 30 NPS 32 NPS 34 NPS 36 NPS 38 NPS 40 NPS 42 NPS 44 NPS 46 NPS 48 NPS 50 NPS 52 NPS 54 NPS 56 NPS 58 NPS 60 SI Practice 650 mm2 000 mm2 10 in.2 500 mm2 ft2 0.5 m2 10 in 160 000 mm3 0.14 m3 Pressure (SI) 15 20 70 101 100 200 350 700 1.5 1.7 2.5 3.5 10 kPa kPa kPa kPa kPa kPa kPa kPa kPa MPa MPa MPa MPa MPa MPa MPa MPa MPa MPa (k) Material properties that are expressed in psi or ksi (e.g., allowable stress, yield and tensile strength, elastic modulus) were generally converted to MPa to three significant figures See example in the following table: Area (SI) in.2 100 000 mm3 0.5 psi psi psi 10 psi 14.7 psi 15 psi 30 psi 50 psi 100 psi 150 psi 200 psi 250 psi 300 psi 350 psi 400 psi 500 psi 600 psi 1,200 psi 1,500 psi DN 500 DN 550 DN 600 DN 650 DN 700 DN 750 DN 800 DN 850 DN 900 DN 950 DN 1000 DN 1050 DN 1100 DN 1150 DN 1200 DN 1250 DN 1300 DN 1350 DN 1400 DN 1450 DN 1500 in.2 in Pressure (U.S Customary) (h) Areas in square inches (in.2) were converted to square millimeters (mm2) and areas in square feet (ft2) were converted to square meters (m2) See examples in the following table: Area (U.S Customary) 16 000 mm3 Strength (U.S Customary) Strength (SI) 95,000 psi 655 MPa (l) In most cases, temperatures (e.g., for PWHT) were rounded to the nearest 5°C Depending on the implied precision of the temperature, some were rounded to the nearest 1°C or 10°C or even 25°C Temperatures colder than 0°F (negative values) were generally rounded to 971 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS NPS U.S SI Customary Practice Practice in.3 (j) Although the pressure should always be in MPa for calculations, there are cases where other units are used in the text For example, kPa is used for small pressures Also, rounding was to one significant figure (two at the most) in most cases See examples in the following table (Note that 14.7 psi converts to 101 kPa, while 15 psi converts to 100 kPa While this may seem at first glance to be an anomaly, it is consistent with the rounding philosophy.) 60 U.S Customary Practice Volume (SI) ft Size or Length, m 200 Volume (U.S Customary) Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME BPVC.II.D.C-2015 No fu the nearest 1°C The examples in the table below were created by rounding to the nearest 5°C, with one exception: Temperature, °C 70 100 120 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 925 950 1,000 1,050 1,100 1,150 1,200 1,250 1,800 1,900 2,000 2,050 20 38 50 65 95 120 150 175 205 230 260 290 315 345 370 400 425 455 480 495 510 540 565 595 620 650 675 980 040 095 120 U.S Customary SOFT CONVERSION FACTORS The following table of “soft” conversion factors is provided for convenience Multiply the U.S Customary value by the factor given to obtain the SI value Similarly, divide 972 SI Factor in ft in.2 ft2 in.3 ft3 U.S gal U.S gal psi mm m mm2 m2 mm3 m3 m3 liters MPa (N/mm2) 25.4 0.3048 645.16 0.09290304 16,387.064 0.02831685 0.003785412 3.785412 0.0068948 psi kPa 6.894757 psi ft‐lb °F bar J °C 0.06894757 1.355818 /9 × (°F − 32) °F °C R K lbm lbf in.‐lb kg N N·mm 0.4535924 4.448222 112.98484 ft‐lb N·m 1.3558181 1.0988434 Btu/hr W 0.2930711 lb/ft3 kg/m3 16.018463 /9 /9 Notes Use exclusively in equations Use only in text and for nameplate Not for temperature difference For temperature differences only Absolute temperature Use exclusively in equations Use only in text Use for boiler rating and heat transfer This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom C-300 Temperature, °F the SI value by the factor given to obtain the U.S Customary value In most cases it is appropriate to round the answer to three significant figures Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME BPVC.II.D.C-2015 No fu NONMANDATORY APPENDIX D GUIDELINES FOR ROUNDING MINIMUM SPECIFIED TENSILE AND YIELD STRENGTH VALUES AND FOR ESTABLISHING ANCHOR POINTS FOR TENSILE AND YIELD STRENGTH TREND CURVES IN TABLES 1A, 1B, 2A, 2B, 3, 4, 5A, 5B, U, U-2, AND Y-1 D-100 D-110 MINIMUM TENSILE STRENGTH AND MINIMUM YIELD STRENGTH COLUMNS (2) Multiply the U.S Customary specification values by 6.894757, round to the nearest MPa (i.e., a soft conversion), and list these rounded values in the columns for Minimum Tensile Strength, MPa and Minimum Yield Strength, MPa in the Metric edition tables of Section II, Part D (b) Specification Exists Only in Metric Units (1) List the Metric values in the columns for Minimum Tensile Strength, MPa and Minimum Yield Strength, MPa in the Metric edition tables of Section II, Part D (2) Divide the Metric specification values by 6.894757, round to the nearest 0.5 ksi (i.e., a soft conversion), and list these rounded values in the columns for Minimum Tensile Strength, ksi and Minimum Yield Strength, ksi in the U.S Customary edition tables of Section II, Part D DUAL UNIT SPECIFICATIONS For specifications that contain both U.S Customary and Metric minimum specified tensile and yield strength values, the following: (a) List the U.S Customary values from the material specification in the columns for Minimum Tensile Strength, ksi and Minimum Yield Strength, ksi in the U.S Customary edition tables of Section II, Part D (b) List the Metric values from the material specification in the columns for Minimum Tensile Strength, MPa and Minimum Yield Strength, MPa in the Metric edition tables of Section II, Part D TWO SEPARATE SPECIFICATIONS FOR THE SAME PRODUCT FORM D-200 When two separate specifications exist for the same product form, one in U.S Customary units and one in Metric units (a common situation for some fastener specifications), the following: (a) List the values from the U.S Customary edition of the material specification in the columns for Minimum Tensile Strength, ksi and Minimum Yield Strength, ksi in the U.S Customary edition tables of Section II, Part D (b) List the values from the Metric edition of the material specification in the columns for Minimum Tensile Strength, MPa and Minimum Yield Strength, MPa in the Metric edition tables of Section II, Part D D-130 D-210 SELECTING ANCHOR POINT FOR TENSILE AND YIELD STRENGTH TREND CURVES FOR ALL SITUATIONS IN WHICH THE MINIMUM RT SPECIFIED VALUES IN ONE UNIT SYSTEM ARE NOT PRECISE CONVERSIONS OF THE UNITS IN THE OTHER SYSTEM ONE MATERIAL HAS ONE TREND CURVE RULE This rule requires that the trend curves in either system of units are precisely congruent with one another That is, if the Metric and U.S Customary curves are placed on top of one another, they appear to be only one curve Thus, a material does not have two trend curves of the same shape, but has one curve shifted up or down because of slight differences between the U.S Customary and Metric RT specified values It should be recognized that following the “one material: one trend curve” rule will result in certain inconsistencies with the criteria established by Mandatory Appendices 1, 2, and 10 of Section II, Part D The rule was first established when the Section II-D tables were metricated An example of the inconsistency with SPECIFICATION EXISTS IN ONLY ONE SET OF UNITS When a specification exists for only one set of units (common for EN and other non-U.S specifications for which only Metric editions exist), the following: (a) Specification Exists Only in U.S Customary Units (1) List the U.S Customary values in the columns for Minimum Tensile Strength, ksi and Minimum Yield Strength, ksi in the U.S Customary edition tables of Section II, Part D 973 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom D-120 Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME BPVC.II.D.C-2015 No fu U.S Customary trend curves are anchored to the Metricspecified minimum tensile and yield strengths divided by 6.894757 Again, rounding is delayed until the last step Appendix can be seen in the Metric values for Type 347H stainless steel, on pp 102–105 of the 2010 Edition, 2011 Addenda of Section II, Part D Metric Inspection of Line No on these pages, for SA-312 seamless pipe, shows that the values in the Min Tensile Strength and Min Yield Strength columns on p 103 are, respectively, 515 MPa and 205 MPa, as they appear in the SA-312 specification in Section II, Part A However, the value in the −30 to 40°C and the 65°C columns, 138 MPa, is not equal to either 515/3.5 = 147.14 = 147 MPa or (205 × 2)/3 = 136.67 = 137 MPa Instead, 138 MPa is obtained from (30 ksi × 6.894757 × 2)/3 = 137.89514 = 138 MPa In this example, the “one material: one trend curve” rule results in a value at two temperatures that is slightly higher than would have been obtained from applying the Appendix criteria to the Metric minimum specified yield strength For other materials, slightly lower values might result However, in either example, the values will be identical (within rounding variances) to those of the U.S Customary values at the same temperatures D-230 When a non-ASTM specification that, in the judgment of the Committee, has chemistry and heat treatment requirements so similar to an ASTM specification and grade that is already listed in Section II, Part D, that it is indistinguishable from the ASTM material, the Committee may choose to use the same trend curves for the nonASTM specification as were used to develop the values for the ASTM material, regardless of any differences between the U.S Customary minimum specified values and the Metric minimum specified values D-300 D-310 D-220 EQUIVALENT MATERIALS ANCHORING THE TREND CURVE SIGNIFICANT FIGURES IN THE ALLOWABLE STRESS TABLES U.S CUSTOMARY TABLES When listing allowable stress values in ksi, the last step in the analysis is to round the calculated values to three significant figures for values of 10.0 ksi and greater, and to two significant figures for values less than 10.0 ksi D-320 METRIC TABLES When listing allowable stress values in MPa, the last step in the analysis is to round the calculated values to three significant figures, except that, for values greater than 999 MPa, round the value of the fourth figure to or For example, 1022 rounds to 1020, while 1023 rounds to 1025 MPa 974 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom When anchoring the yield and tensile strength trend curve, the U.S Customary tensile and yield strengths are used when the specification is either a dual unit specification or exists only in U.S Customary units The Metric trend curve is then anchored to the conversion of the U.S Customary values — the U.S Customary values multiplied by 6.894757 Rounding is delayed until the last step (see D-300) However, when the specification exists only in a Metric version, the U.S Customary trend curves are anchored to the soft conversion from the Metric-specified minimum tensile and yield strengths, in all cases, i.e., the Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME BPVC.II.D.C-2015 No fu ENDNOTES ASME uses the current ASTM definition of ferrous alloy: an alloy whose major constituent is iron, even if the iron content is less than 50% of the total composition However, this is a recently adopted definition and the change to specifications is occurring over time Therefore, some alloys that were formerly defined as nonferrous are still listed in the nonferrous tables or both This chart is used only for this condition and is only applicable to uniform external pressure This applies to unstiffened cylinders Since most materials are, in many applications, used in components that operate under compressive loads, the Committee recommends that stress–strain plots as described above should always be included in the data package submitted in support of the application for any new material The term minimum yield strength, as used here, means the yield strength values that are derived from the analysis of the tensile data required elsewhere in this Mandatory Appendix Modulus of elasticity values shall be determined by dynamic methods such as ASTM Test Method E1876 (latest edition) or other international equivalent CASTI Guidebook to ASME Section II, B31.1 & B31.3 – Materials Index, latest edition Metals & Alloys in the Unified Numbering System, SAE HS-1086 and ASTM DS-56, latest edition This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom 975 Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME BPVC.II.D.C-2015 No fu Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) INTENTIONALLY LEFT BLANK This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom No fu INTERPRETATIONS Volume 63 Interpretations of the Code have historically been posted in January and July at http://cstools.asme.org/interpretations.cfm Interpretations issued during the previous two calendar years are included with the publication of the applicable Section of the Code in the 2015 Edition Interpretations of Section III, Divisions and and Section III Appendices are included with Subsection NCA Following the 2015 Edition, interpretations will not be included in the edition; they will be issued in real time in ASME's Interpretations Database at http://go.asme.org/Interpretations Historical BPVC interpretations may also be found in the Database Volume 63 is the interpretations volume included with the update service to the 2015 Edition Section 7/15 7/15 … … 7/15 7/15 7/15 7/15 7/15 7/15 7/15 … … 7/15 7/15 7/15 7/15 7/15 7/15 … This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom I II-A II-B II-C II-D (Customary) II-D (Metric) III-NCA III-3 III-5 IV V VI VII VIII-1 VIII-2 VIII-3 IX X XI XII Vol 63 Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME BOILER AND PRESSURE VESSEL CODE SECTION II, PART D (CUSTOMARY) No fu Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom Copyright © 2015 by THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS All rights reserved No fu INTERPRETATIONS VOLUME 63 — SECTION II, PART D (CUSTOMARY) Replies to Technical Inquiries January 1, 2013 through December 31, 2014 FOREWORD GENERAL INFORMATION SUBJECT AND NUMERICAL INDEXES Subject and numerical indexes (if applicable) have been prepared to assist the user in locating interpretations by subject matter or by location in the Code They cover interpretations issued from Volume 12 up to and including the present volume 27 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom This publication includes all written interpretations issued between the indicated dates by the ASME Staff on behalf of the ASME Boiler and Pressure Vessel Committee in response to inquiries concerning interpretations of the ASME Boiler and Pressure Vessel Code A contents is also included that lists subjects specific to the interpretations covered in the individual volume These interpretations are taken verbatim from the original letters, except for a few typographical and editorial corrections made for the purpose of improved clarity In some instances, a review of the interpretation revealed a need for corrections of a technical nature In these cases, a revised interpretation is presented bearing the original interpretation number with the suffix R and the original file number with an asterisk Following these revised interpretations, new interpretations and revisions to them issued during the indicated dates are assigned interpretation numbers in chronological order Interpretations applying to more than one Code Section appear with the interpretations for each affected Section ASME procedures provide for reconsideration of these interpretations when or if additional information is available that the inquirer believes might affect the interpretation Further, persons aggrieved by an interpretation may appeal to the cognizant ASME committee or subcommittee As stated in the Statement of Policy in the Code documents, ASME does not “approve,” “certify,” “rate,” or “endorse” any item, construction, proprietary device, or activity An interpretation applies either to the Edition and Addenda in effect on the date of issuance of the interpretation or the Edition and Addenda stated in the interpretation Subsequent revisions to the Code may supersede the interpretation For detailed instructions, see "Submittal of Technical Inquiries to the ASME Boiler and Pressure Vessel Standards Committees" in the front matter Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) SECTION II, PART D (CUSTOMARY) — INTERPRETATIONS VOL 63 No fu Subject Interpretation Use of SA-387, Grade 91 Material for External Pressure Design Above 900˚F (2010 Edition, 2011 Addenda) II-D-C-13-02 13-117 This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom 28 File No Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) SECTION II, PART D (CUSTOMARY) — INTERPRETATIONS VOL 63 No fu Interpretation: II-D-C-13-02 Subject: Use of SA-387, Grade 91 Material for External Pressure Design Above 900˚F (2010 Edition, 2011 Addenda) Date Issued: March 4, 2013 File: 13-117 Question: May Fig 3-500.1 of Section II, Part D, Appendix be used to exceed the maximum temperature limit of the assigned external pressure chart? Reply: No This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom 29 Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) SECTION II, PART D (CUSTOMARY) — INTERPRETATIONS VOL 63 No fu Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) INTENTIONALLY LEFT BLANK This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom No fu To assist in a better understanding of the practical applications of ASME Codes and Standards and their impact on safety, quality, and integrity, ASME Training & Development provides more than 200 different courses, ranging from fundamental to advanced, that focus on various ASME Codes and Standards Developed and taught by ASME-approved instructors who are recognized experts within their respective professional disciplines, training programs are offered in multiple learning formats, including face-to-face “live” courses and eLearning courses, as well as In-Company Training held onsite at an organization’s location For more information and to explore the wide range of ASME Codes and Standards training programs, you can reach us in the following ways: Website: go.asme.org/standardstraining Email: training-info@asme.org Phone: ASME Customer Care at +1 973 882 1170 Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME CODES AND STANDARDS TRAINING This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom No fu ASME is committed to developing and delivering technical information At ASME’s Customer Care, we make every effort to answer your questions and expedite your orders Our representatives are ready to assist you in the following areas: ASME Press Codes & Standards Credit Card Orders IMechE Publications Meetings & Conferences Member Dues Status Member Services & Benefits Other ASME Programs Payment Inquiries Professional Development Short Courses Publications Public Information Self-Study Courses Shipping Information Subscriptions/Journals/Magazines Symposia Volumes Technical Papers How can you reach us? 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There are four options for making inquiries* or placing orders Simply mail, phone, fax, or email us and a Customer Care representative will handle your request Mail ASME 150 Clove Road, 6th Floor Little Falls, New Jersey 07424-2138 Call Toll Free US & Canada: 800-THE-ASME (800-843-2763) Mexico: 95-800-THE-ASME (95-800-843-2763) Universal: 973-882-1167 Fax—24 hours 973-882-1717 973-882-5155 Email—24 hours customercare@asme.org This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom * Customer Care staff are not permitted to answer inquiries about the technical content of this code or standard Information as to whether or not technical inquiries are issued to this code or standard is shown on the copyright page All technical inquiries must be submitted in writing to the staff secretary Additional procedures for inquiries may be listed within Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) ASME Services No fu Copyrighted material licensed to University of Toronto by Thomson Scientific, Inc (www.techstreet.com) 2015 ASME Boiler and Pressure Vessel Code AN INTERNATIONAL CODE The ASME Boiler and Pressure Vessel Code (BPVC) is “An International Historic Mechanical Engineering Landmark,” widely recognized as a model for codes and standards worldwide Its development process remains open and transparent throughout, yielding “living documents” that have improved public safety and facilitated trade across global markets and jurisdictions for a century ASME also provides BPVC users with integrated suites of related offerings: • related standards and guidelines • conformity assessment programs • training and development courses • ASME Press books and journals • conferences and proceedings You gain unrivaled insight direct from the BPVC source, along with the professional quality and real-world solutions you have come to expect from ASME For additional information and to order: Phone: 1.800.THE.ASME (1.800.843.2763) Email: customercare@asme.org Website: go.asme.org/bpvc15 20002D This copy downloaded on 2015-07-13 07:19:51 -0500 by authorized user logan ahlstrom • referenced standards No fu ... the applicable Section of the Code in the 2015 Edition Interpretations of Section III, Divisions and and Section III Appendices are included with Subsection NCA Following the 2015 Edition, interpretations... revised or added CODE CASES Requests for Code Cases shall provide a Statement of Need and Background Information similar to that defined in 3(b) and 3(c), respectively, for Code revisions or additions... VIII, Division 1; and Section XII Maximum Allowable Stress Values S for Nonferrous Materials Section III, Division 1, Classes and MC, and Section III,

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  • Statement of Policy on the Use of the Certification Mark and Code Authorization in Advertising

  • Statement of Policy on the Use of ASME Marking to Identify Manufactured Items

  • Submittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees

    • 1 Introduction

    • 3 Code Revisions or Additions

    • List of Changes in Record Number Order

    • Cross-Referencing and Stylistic Changes in the Boiler and Pressure Vessel Code

      • Subparagraph Breakdowns/Nested Lists Hierarchy

      • Submittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees

      • Subpart 1 Stress Tables

        • Statement of Policy on Information Provided in the Stress Tables

        • Guideline on Locating Materials in Stress Tables, and in Tables of Mechanical and Physical Properties

          • 1 Introduction

          • Subpart 2 Physical Properties Tables

            • Introduction

            • Subpart 3 Charts and Tables for Determining Shell Thickness of Components Under External Pressure

            • Mandatory Appendices

              • Mandatory Appendix 1 Basis for Establishing Stress Values in Tables 1A and 1B

                • 1-100 Derivation of Allowable Stress Values

                • Table 1-100 Criteria for Establishing Allowable Stress Values for Tables 1A and 1B

                • Mandatory Appendix 2 Basis for Establishing Design Stress Intensity Values for Tables 2A, 2B, and 4, and Allowable Stress Values for Table 3

                  • 2-100 Derivation of Stress Intensity Values

                    • 2-110 Criteria for Materials other than Bolting: Tables 2A and 2B

                    • 2-120 Criteria for Bolting Materials in Table 3 for use with Section III (Class 2 and 3 Rules); Section VIII, Division 1; Section VIII, Division 2 (Part 4.16 Rules); and Section XII

                    • 2-130 Criteria for Bolting Materials in Table 4 for Use With Section VIII, Division 2, Part 5 and Annex 5.F; and With Section III, Subsections NB and WB

                    • Table 2-100(a) Criteria for Establishing Design Stress Intensity Values for Tables 2A and 2B

                    • Table 2-100(b) Criteria for Establishing Allowable Stress Values for Table 3

                    • Table 2-100(c) Criteria for Establishing Allowable Stress or Design Stress Intensity Values for Table 4

                    • Mandatory Appendix 3 Basis for Establishing External Pressure Charts

                      • 3-100 General

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