{"id":363176,"date":"2024-10-20T01:44:03","date_gmt":"2024-10-20T01:44:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-a-2010\/"},"modified":"2024-10-26T02:43:55","modified_gmt":"2024-10-26T02:43:55","slug":"asme-bpvc-iii-1-a-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-a-2010\/","title":{"rendered":"ASME BPVC III 1 A 2010"},"content":{"rendered":"

None<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nCONTENTS <\/td>\n<\/tr>\n
20<\/td>\nLIST OF SECTIONS <\/td>\n<\/tr>\n
22<\/td>\nFOREWORD <\/td>\n<\/tr>\n
24<\/td>\nSTATEMENTS OF POLICY <\/td>\n<\/tr>\n
25<\/td>\nPERSONNEL <\/td>\n<\/tr>\n
37<\/td>\nORGANIZATION OF SECTION II <\/td>\n<\/tr>\n
39<\/td>\nSUMMARY OF CHANGES <\/td>\n<\/tr>\n
41<\/td>\nLIST OF CHANGES IN RECORD NUMBER ORDER <\/td>\n<\/tr>\n
43<\/td>\nMANDATORY APPENDICES
MANDATORY APPENDIX I DESIGN FATIGUE CURVES <\/td>\n<\/tr>\n
44<\/td>\nTABLES
TABLE I-9.0 TABULATED VALUES OF TABULATED VALUES OF Sa, ksi, FROM FIGS. I-9.0 <\/td>\n<\/tr>\n
46<\/td>\nFIGURES
FIG. I-9.1 DESIGN FATIGUE CURVES FOR CARBON, LOW ALLOY, AND HIGH TENSILE STEELS FOR METALTEMPERATURES NOT EXCEEDING 700\u00b0F <\/td>\n<\/tr>\n
48<\/td>\nTABLE I-9.1 TABULATED VALUES OF Sa, ksi (MPa), FROM FIGS. I-9.1 AND I-9.1M <\/td>\n<\/tr>\n
49<\/td>\nFIG. I-9.2 DESIGN FATIGUE CURVES FOR AUSTENITIC STEELS, NICKEL\u2013CHROMIUM\u2013IRON ALLOY, NICKEL\u2013IRON\u2013CHROMIUM ALLOY, AND NICKEL\u2013COPPER ALLOY FOR TEMPERATURES NOT EXCEEDING 800\u00b0F <\/td>\n<\/tr>\n
51<\/td>\nTABLE I-9.2 TABULATED VALUES OF Sa, ksi (MPa), FROM FIGS. I-9.2 AND I-9.2M <\/td>\n<\/tr>\n
52<\/td>\nFIG. I-9.3 DESIGN FATIGUE CURVES FOR WROUGHT 70 COPPER\u201330 NICKEL ALLOY FOR TEMPERATURES NOT EXCEEDING 800\u00b0F <\/td>\n<\/tr>\n
54<\/td>\nFIG. I-9.4 DESIGN FATIGUE CURVES FOR HIGH STRENGTH STEEL BOLTING FOR TEMPERATURES NOT EXCEEDING 700\u00b0F <\/td>\n<\/tr>\n
56<\/td>\nFIG. I-9.5 DESIGN FATIGUE CURVES FOR NICKEL-CHROMIUM-MOLYBDENUM-IRON ALLOYS (UNS N06003, N06007, N06455, AND N10276) FOR TEMPERATURES NOT EXCEEDING 800\u00b0F <\/td>\n<\/tr>\n
58<\/td>\nTABLE I-9.5 TABULATED VALUES OF Sa ,ksi (MPa), FROM FIGS. I-9.5 AND I-9.5M <\/td>\n<\/tr>\n
59<\/td>\nFIG. I-9.6 DESIGN FATIGUE CURVES FOR GRADE 9 TITANIUM FOR TEMPERATURES NOT EXCEEDING 600\u00b0F <\/td>\n<\/tr>\n
61<\/td>\nTABLE I-9.6 TABULATED VALUES OF Sa ,ksi (MPa), FOR GRADE 9 TITANIUM FROM FIGS. I-9.6 AND I-9.6M <\/td>\n<\/tr>\n
62<\/td>\nFIG. I-9.7 DESIGN FATIGUE CURVES FOR NICKEL-CHROMIUM ALLOY 718 (SB-637 UNS N07718) FOR DESIGN OF 2 in. (50 mm) AND SMALLER DIAMETER BOLTING FOR TEMPERATURES NOT EXCEEDING 800\u00b0F (427\u00b0C) <\/td>\n<\/tr>\n
63<\/td>\nTABLE I-9.7 TABULATED VALUES OF Sa , ksi (MPa), FROM FIG. I-9.7 <\/td>\n<\/tr>\n
64<\/td>\nMANDATORY APPENDIX II
ARTICLE II-1000 EXPERIMENTAL STRESS ANALYSIS
II- 1100 INTRODUCTION
II- 1200 PERMISSIBLE TYPES OF NONCYCLIC TESTS AND CALCULATION OF STRESSES <\/td>\n<\/tr>\n
65<\/td>\nII- 1300 TEST PROCEDURES <\/td>\n<\/tr>\n
66<\/td>\nII- 1400 INTERPRETATION OF RESULTS
II- 1500 CYCLIC TESTS <\/td>\n<\/tr>\n
67<\/td>\nFIGURES
FIG. II-1430-1 CONSTRUCTION FOR II-1430 <\/td>\n<\/tr>\n
69<\/td>\nFIG. II-1520(c)-1 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM <\/td>\n<\/tr>\n
70<\/td>\nFIG. II-1520(c)-2 CONSTRUCTION OF THE TESTING PARAMETERS RATIO DIAGRAM FOR ACCELERATED TESTS <\/td>\n<\/tr>\n
71<\/td>\nII- 1600 DETERMINATION OF FATIGUE STRENGTH REDUCTION FACTORS
II- 1700 EXPERIMENTAL STRESS ANALYSIS OF OPENINGS <\/td>\n<\/tr>\n
72<\/td>\nII- 1800 EXPERIMENTAL DETERMINATION OF STRESS INDICES FOR PIPING
II- 1900 EXPERIMENTAL DETERMINATION OF FLEXIBILITY FACTORS <\/td>\n<\/tr>\n
73<\/td>\nARTICLE II- 2000 EXPERIMENTAL DETERMINATION OF STRESS INTENSIFICATION FACTORS
II- 2100 INTRODUCTION
II- 2200 DEFINITIONS
II- 2300 TEST PROCEDURE
II- 2400 STRESS INTENSIFICATION FACTOR <\/td>\n<\/tr>\n
74<\/td>\nFIG. II-2310-1 SCHEMATIC OF TEST ASSEMBLY
FIG. II-2330-1 DISPLACEMENT DAND FORCE F RECORDED DURING LOADING AND UNLOADING OF TEST SPECIMEN, WITH LINEAR DISPLACEMENT <\/td>\n<\/tr>\n
75<\/td>\nII- 2500 VARIATIONS IN MATERIALS AND GEOMETRY
II- 2600 TEST REPORT
TABLE
TABLE II-2440-1 STRESS INTENSIFICATION INCREASE FACTOR <\/td>\n<\/tr>\n
77<\/td>\nMANDATORY APPENDIX III BASIS FOR ESTABLISHING DESIGN STRESS INTENSITY VALUES AND ALLOWABLE STRESS VALUES
ARTICLE III-1000 INTRODUCTION
III- 1100 DERIVATION OF VALUES AND THEIR TABULAR ORGANIZATION <\/td>\n<\/tr>\n
79<\/td>\nARTICLE III- 2000 DESIGN STRESS INTENSITY VALUES FOR CLASS 1 COMPONENTS
III- 2100 MECHANICAL PROPERTY CRITERIA
III- 2200 FATIGUE STRENGTH CRITERIA FOR ALL MATERIALS <\/td>\n<\/tr>\n
80<\/td>\nMANDATORY APPENDIX IV APPROVAL OF NEW MATERIALS UNDER THE ASME BOILER AND PRESSURE VESSEL CODE
MANDATORY APPENDIX V CERTIFICATE HOLDER’S DATA REPORT FORMS, INSTRUCTIONS, AND APPLICATION FORMS FOR CERTIFICATES OF AUTHORIZATION FOR USE OF CODE SYMBOL STAMPS <\/td>\n<\/tr>\n
81<\/td>\nFORMS
FORM N-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR NUCLEAR VESSELS* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
83<\/td>\nFORM N-1A CERTIFICATE HOLDER\u2019S DATA REPORT FOR NUCLEAR VESSELS* Alternate Form for Single Chamber Completely Shop-Fabricated Vessels Only As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
84<\/td>\nFORM N-2 CERTIFICATE HOLDER\u2019S DATA REPORT FOR IDENTICAL NUCLEAR PARTS AND APPURTENANCES* As Required by the Provisions of the ASME Code, Section III Not to Exceed One Day\u2019s Production <\/td>\n<\/tr>\n
86<\/td>\nFORM N-3 OWNER\u2019S DATA REPORT FOR NUCLEAR POWER PLANT COMPONENTS* As Required by the Provisions of the ASME Code, Section III <\/td>\n<\/tr>\n
88<\/td>\nFORM N-5 CERTIFICATE HOLDER\u2019S DATA REPORT FOR INSTALLATION OR SHOP ASSEMBLY OF NUCLEAR POWER PLANT COMPONENTS, SUPPORTS, AND APPURTENANCES* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
90<\/td>\nFORM N-6 CERTIFICATE HOLDER\u2019S DATA REPORT FOR STORAGE TANKS* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
92<\/td>\nFORM NPP-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR FABRICATED NUCLEAR PIPING SUBASSEMBLIES* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
94<\/td>\nFORM NPV-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR NUCLEAR PUMPS OR VALVES* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
96<\/td>\nFORM NV-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR PRESSURE OR VACUUM RELIEF VALVES* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
98<\/td>\nFORM NCS-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR CORE SUPPORT STRUCTURES* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
99<\/td>\nFORM NF-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR SUPPORTS* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
101<\/td>\nFORM NM-1 CERTIFICATE HOLDER’S DATA REPORT FOR TUBULAR PRODUCTS AND FITTINGS WELDED WITH FILLER METAL* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
102<\/td>\nFORM NS-1 CERTIFICATE HOLDER\u2019S CERTIFICATE OF CONFORMANCE FOR WELDED SUPPORTS* As Required by the Provisions of the ASME Code, Section III, Division 1 <\/td>\n<\/tr>\n
104<\/td>\nFORM C-1 CERTIFICATE HOLDER\u2019S DATA REPORT FOR CONCRETE REACTOR VESSELS AND CONTAINMENTS* As Required by the Provisions of the ASME Code, Section III, Division 2 <\/td>\n<\/tr>\n
106<\/td>\nTABLE
TABLE V-1000 GUIDE FOR PREPARATION OF DATA REPORT FORMS <\/td>\n<\/tr>\n
112<\/td>\nMANDATORY APPENDIX VI ROUNDED INDICATIONS
ARTICLE VI-1000 ROUNDED INDICATIONS
VI-1100 ACCEPTANCE STANDARDS FOR RADIOGRAPHICALLY DETERMINED ROUNDED INDICATIONS IN WELDS <\/td>\n<\/tr>\n
113<\/td>\nTABLE
TABLE VI-1132-1 MAXIMUM SIZE OF NONRELEVANT INDICATIONS AND ACCEPTABLE ROUNDED INDICATIONS – EXAMPLES ONLY <\/td>\n<\/tr>\n
114<\/td>\nFIGURES
FIG. VI-1134-1 ALIGNED ROUNDED INDICATIONS
FIG. VI-1134-2 GROUPS OF ALIGNED ROUNDED INDICATIONS <\/td>\n<\/tr>\n
115<\/td>\nFIG. VI-1136-1 CHARTS FOR tEQUAL TO 1\u20448\u20131\u20444 in. (3\u20136 mm), INCLUSIVE
FIG. VI-1136-2 CHARTS FOR tOVER 1\u20444\u20133\u20448 in. (6\u201310 mm), INCLUSIVE <\/td>\n<\/tr>\n
116<\/td>\nFIG. VI-1136-3 CHARTS FOR tOVER 3\u20448\u20133\u20444 in. (10\u201319 mm), INCLUSIVE <\/td>\n<\/tr>\n
117<\/td>\nFIG. VI-1136-4 CHARTS FOR tOVER 3\u20444\u20132 in. (19\u201350 mm), INCLUSIVE <\/td>\n<\/tr>\n
118<\/td>\nFIG. VI-1136-5 CHARTS FOR tOVER 2\u20134 in. (50\u2013100 mm), INCLUSIVE <\/td>\n<\/tr>\n
119<\/td>\nFIG. VI-1136-6 CHARTS FOR tOVER 4 in. (100 mm) <\/td>\n<\/tr>\n
120<\/td>\nMANDATORY APPENDIX XI RULES FOR BOLTED FLANGE CONNECTIONS FOR CLASS 2 AND 3 COMPONENTS AND CLASS MC VESSELS ARTICLE XI- 1000 INTRODUCTION
ARTICLE XI-1000 INTRODUCTION
XI- 1100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
122<\/td>\nARTICLE XI- 2000 MATERIALS FOR BOLTED FLANGE CONNECTIONS
XI- 2100 MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
123<\/td>\nARTICLE XI- 3000 DESIGN REQUIREMENTS
XI- 3100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
124<\/td>\nFIGURES
FIG. XI-3120-1 TYPES OF FLANGES <\/td>\n<\/tr>\n
127<\/td>\nTABLES
TABLE XI-3221.1-1 GASKET MATERIALS AND CONTACT FACINGS <\/td>\n<\/tr>\n
129<\/td>\nTABLE XI-3221.1-2 EFFECTIVE GASKET WIDTH <\/td>\n<\/tr>\n
130<\/td>\nXI- 3200 CLASS RF FLANGE DESIGN
TABLE XI-3230-1 MOMENT ARMS FOR FLANGE LOADS <\/td>\n<\/tr>\n
132<\/td>\nTABLE XI-3240-1 FLANGE FACTORS IN FORMULA FORM <\/td>\n<\/tr>\n
135<\/td>\nFIG. XI-3240-1 VALUES OF T, U, Y,AND Z(TERMS INVOLVING K) <\/td>\n<\/tr>\n
136<\/td>\nFIG. XI-3240-2 VALUES OF F(INTEGRAL FLANGE FACTORS)
FIG. XI-3240-3 VALUES OF V(INTEGRAL FLANGE FACTORS) <\/td>\n<\/tr>\n
137<\/td>\nFIG. XI-3240-4 VALUES OF FL (LOOSE HUB FLANGE FACTORS)
FIG. XI-3240-5 VALUES OF VL (LOOSE HUB FLANGE FACTORS) <\/td>\n<\/tr>\n
138<\/td>\nFIG. XI-3240-6 VALUES OF f(HUB STRESS CORRECTION FACTOR) <\/td>\n<\/tr>\n
139<\/td>\nMANDATORY APPENDIX XII DESIGN CONSIDERATIONS FOR BOLTED FLANGE CONNECTIONS
ARTICLE XII-1000
XII- 1100 CONSIDERATIONS <\/td>\n<\/tr>\n
142<\/td>\nMANDATORY APPENDIX XIII DESIGN BASED ON STRESS ANALYSIS (for Vessels Designed in Accordance With Division 1, NC-3200 and Division 3, WC-3200)
ARTICLE XIII-1000 DESIGN BASED ON STRESS ANALYSIS
XIII-1100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
146<\/td>\nTABLES
TABLE XIII-1130-1 CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES <\/td>\n<\/tr>\n
149<\/td>\nFIGURES
FIG. XIII-1141-1 STRESS CATEGORIES AND LIMITS OF STRESS INTENSITY <\/td>\n<\/tr>\n
150<\/td>\nTABLE XIII-1153(a)-1 VALUES OF m, n,AND Tmax FOR VARIOUS CLASSES OF PERMITTED MATERIALS <\/td>\n<\/tr>\n
152<\/td>\nARTICLE XIII- 2000 PRESSURE STRESSES IN OPENINGS FOR FATIGUE EVALUATION
XIII-2100 METHODS OF EVALUATION
FIG. XIII-2122-1 DIRECTION OF STRESS COMPONENTS <\/td>\n<\/tr>\n
153<\/td>\nTABLE XIII-2123-1 NOZZLES IN SPHERICAL SHELLS AND FORMED HEADS
TABLE XIII-2123-2 NOZZLES IN CYLINDRICAL SHELLS <\/td>\n<\/tr>\n
154<\/td>\nFIG. XIII-2124(e)-1 NOZZLE NOMENCLATURE AND DIMENSIONS <\/td>\n<\/tr>\n
156<\/td>\nMANDATORY APPENDIX XIV DESIGN BASED ON FATIGUE ANALYSIS
ARTICLE XIV-1000 DESIGN BASED ON FATIGUE ANALYSIS
XIV-1100 INTRODUCTION
XIV- 1200 ANALYSIS FOR CYCLIC SERVICE OF VESSELS <\/td>\n<\/tr>\n
158<\/td>\nXIV- 1300 ANALYSIS FOR CYCLIC SERVICE OF BOLTS <\/td>\n<\/tr>\n
159<\/td>\nXIV- 1400 ANALYSIS FOR THERMAL STRESS RATCHET <\/td>\n<\/tr>\n
160<\/td>\nMANDATORY APPENDIX XVIII CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES
ARTICLE XVIII-1000 CAPACITY CONVERSIONS FOR PRESSURE RELIEF VALVES
XVIII- 1100 PROCEDURE FOR CONVERSION <\/td>\n<\/tr>\n
161<\/td>\nTABLES
TABLE XVIII-1110-1 SUPERHEAT CORRECTION FACTOR Ksh <\/td>\n<\/tr>\n
164<\/td>\nFIGURES
FIG. XVIII-1110-1 CONSTANT CFOR GAS OR VAPOR RELATED TO RATIO OF SPECIFIC HEATS ( kp cp\u2044 cv) <\/td>\n<\/tr>\n
165<\/td>\nTABLE XVIII-1110(a)-1 MOLECULAR WEIGHTS OF GASES AND VAPORS <\/td>\n<\/tr>\n
166<\/td>\nFIG. XVIII-1140-1 FLOW CAPACITY CURVE FOR RATING NOZZLE TYPE SAFETY VALVES ON SATURATED WATER (BASED ON 10% OVERPRESSURE) <\/td>\n<\/tr>\n
168<\/td>\nMANDATORY APPENDIX XIX INTEGRAL FLAT HEAD WITH A LARGE OPENING
ARTICLE XIX-1000 INTEGRAL FLAT HEAD WITH A LARGE OPENING
XIX- 1100 GENERAL REQUIREMENTS
XIX- 1200 DESIGN PROCEDURE <\/td>\n<\/tr>\n
169<\/td>\nFIGURES
FIG. XIX-1110-1 APPLICABLE CONFIGURATIONS OF FLAT HEADS
FIG. XIX-1110-2 INTEGRAL FLAT HEAD WITH LARGE CENTRAL OPENING <\/td>\n<\/tr>\n
171<\/td>\nMANDATORY APPENDIX XX SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE
ARTICLE XX-1000 SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE
XX- 1100 INTRODUCTION
XX- 1200 INQUIRY FORMAT <\/td>\n<\/tr>\n
172<\/td>\nXX- 1300 CODE REVISIONS OR ADDITIONS
XX- 1400 CODE CASES
XX- 1500 CODE INTERPRETATIONS
XX- 1600 SUBMITTALS <\/td>\n<\/tr>\n
173<\/td>\nMANDATORY APPENDIX XXI ADHESIVE ATTACHMENT OF NAMEPLATES
ARTICLE XXI-1000 ADHESIVE ATTACHMENT OF NAMEPLATES
XXI- 1100 INTRODUCTION <\/td>\n<\/tr>\n
174<\/td>\nMANDATORY APPENDIX XXII RULES FOR REINFORCEMENT OF CONE- TO- CYLINDER JUNCTION UNDER EXTERNAL PRESSURE
ARTICLE XXII-1000 RULES FOR REINFORCEMENT OF CONE-TO-CYLINDER JUNCTION UNDER EXTERNAL PRESSURE
XXII- 1100 INTRODUCTION
XXII- 1200 NOMENCLATURE <\/td>\n<\/tr>\n
175<\/td>\nXXII- 1300 DESIGN PRESSURE
TABLE
TABLE XXII-1200-1 VALUES OF \ufffd FOR JUNCTIONS AT THE LARGE CYLINDER FOR \ufffd\u2264 60 deg <\/td>\n<\/tr>\n
178<\/td>\nMANDATORY APPENDIX XXIII QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS
ARTICLE XXIII-1000 QUALIFICATIONS AND DUTIES OF SPECIALIZED PROFESSIONAL ENGINEERS
XXIII- 1100 SCOPE
XXIII- 1200 QUALIFICATIONS <\/td>\n<\/tr>\n
179<\/td>\nXXIII- 1300 DUTIES <\/td>\n<\/tr>\n
182<\/td>\nNONMANDATORY GUIDES
GUIDE A – NONMANDATORY SAMPLE STATEMENTS
FORM A-1 DESIGN SPECIFICATION (DIV. 1 AND 2) <\/td>\n<\/tr>\n
183<\/td>\nFORM A- 2 DESIGN REPORT CERTIFICATION1 <\/td>\n<\/tr>\n
184<\/td>\nFORM A- 3 OVERPRESSURE PROTECTION REPORT ( DIV. 1 AND 2) CERTIFICATION <\/td>\n<\/tr>\n
185<\/td>\nFORM A- 4 DESIGN SPECIFICATION ( DIV. 3) CERTIFICATION <\/td>\n<\/tr>\n
186<\/td>\nFORM A- 5 FABRICATION SPECIFICATION ( DIV. 3) CERTIFICATION <\/td>\n<\/tr>\n
187<\/td>\nGUIDE B – NONMANDATORY GUIDELINES FOR ESTABLISHING ASME CODE KNOWLEDGE <\/td>\n<\/tr>\n
188<\/td>\nTABLES
TABLE B1 DESIGN SPECIFICATION \u2014DIVISIONS 1 AND 2
TABLE B2 DESIGN REPORT \u2014 DIVISION 1
TABLE B3 OVERPRESSURE PROTECTION REPORT \u2014DIVISIONS 1 AND 2
TABLE B4 LOAD CAPACITY DATA SHEET \u2014DIVISION 1 <\/td>\n<\/tr>\n
189<\/td>\nTABLE B5 CONSTRUCTION SPECIFICATION, DESIGN DRAWINGS, AND DESIGN REPORT – DIVISION 2
TABLE B6 DESIGN SPECIFICATION \u2014 DIVISION 3
TABLE B7 DESIGN REPORT \u2014 DIVISION 3
TABLE B8 FABRICATION SPECIFICATION \u2014DIVISION 3 <\/td>\n<\/tr>\n
190<\/td>\nGUIDE C – NONMANDATORY GUIDELINES FOR DEMONSTRATING PE QUALIFICATIONS <\/td>\n<\/tr>\n
191<\/td>\nMANDATORY APPENDIX XXIV STANDARD UNITS FOR USE IN EQUATIONS
TABLE
TABLE XXIV-1000 STANDARD UNITS FOR USE IN EQUATIONS <\/td>\n<\/tr>\n
192<\/td>\nNONMANDATORY APPENDICES
NONMANDATORY APPENDIX A
ARTICLE A-1000 STRESS ANALYSIS METHODS
A- 1100 INTRODUCTION <\/td>\n<\/tr>\n
193<\/td>\nARTICLE A- 2000 ANALYSIS OF CYLINDRICAL SHELLS
A- 2100 INTRODUCTION
FIGURES
FIG. A-2120-1 <\/td>\n<\/tr>\n
194<\/td>\nA- 2200 STRESS INTENSITIES, DISPLACEMENTS, BENDING MOMENTS, AND LIMITING VALUES <\/td>\n<\/tr>\n
197<\/td>\nARTICLE A- 3000 ANALYSIS OF SPHERICAL SHELLS
A- 3100 INTRODUCTION <\/td>\n<\/tr>\n
198<\/td>\nA- 3200 STRESS INTENSITIES, BENDING ANALYSIS, DISPLACEMENTS, AND EDGE LOADS
FIG. A-3120-1 <\/td>\n<\/tr>\n
201<\/td>\nARTICLE A- 4000 DESIGN CRITERIA AND EQUATIONS FOR TORISPHERICAL AND ELLIPSOIDAL HEADS
A- 4100 INTRODUCTION <\/td>\n<\/tr>\n
203<\/td>\nARTICLE A- 5000 ANALYSIS OF FLAT CIRCULAR HEADS
A- 5100 INTRODUCTION
A- 5200 LOADS, DISPLACEMENTS, AND GEOMETRY CONSTANTS
FIG. A-5120-1 <\/td>\n<\/tr>\n
204<\/td>\nFIG. A-5212-1
FIG. A-5213-1
FIG. A-5221-1 <\/td>\n<\/tr>\n
205<\/td>\nFIG. A-5222-1 <\/td>\n<\/tr>\n
206<\/td>\nTABLES
TABLE A-5240-1 <\/td>\n<\/tr>\n
207<\/td>\nARTICLE A- 6000 DISCONTINUITY STRESSES
A- 6100 INTRODUCTION
A- 6200 METHOD OF AND PROCEDURE FOR DISCONTINUITY ANALYSIS <\/td>\n<\/tr>\n
208<\/td>\nFIG. A-6230-1 <\/td>\n<\/tr>\n
209<\/td>\nFIG. A-6230-2
FIG. A-6230-3
FIG. A-6230-4 <\/td>\n<\/tr>\n
210<\/td>\nFIG. A-6230-5 <\/td>\n<\/tr>\n
213<\/td>\nARTICLE A- 7000 THERMAL STRESSES
A- 7100 INTRODUCTION <\/td>\n<\/tr>\n
214<\/td>\nARTICLE A- 8000 STRESSES IN PERFORATED FLAT PLATES
A- 8100 INTRODUCTION
FIG. A-8120-1 <\/td>\n<\/tr>\n
216<\/td>\nFIG. A-8131-1 <\/td>\n<\/tr>\n
217<\/td>\nFIG. A-8132.1-1
FIG. A-8132.2-1 <\/td>\n<\/tr>\n
218<\/td>\nFIG. A-8132.3-1
FIG. A-8132.4-1 <\/td>\n<\/tr>\n
219<\/td>\nFIG. A-8142-1
FIG. A-8142-2 <\/td>\n<\/tr>\n
220<\/td>\nFIG. A-8142-3 <\/td>\n<\/tr>\n
221<\/td>\nFIG. A-8142-4 <\/td>\n<\/tr>\n
222<\/td>\nFIG. A-8142-5 <\/td>\n<\/tr>\n
224<\/td>\nFIG. A-8142-6 <\/td>\n<\/tr>\n
225<\/td>\nFIG. A-8143.2-1 <\/td>\n<\/tr>\n
226<\/td>\nFIG. A-8153-1 <\/td>\n<\/tr>\n
227<\/td>\nARTICLE A- 9000 INTERACTION METHOD
A- 9100 INTRODUCTION <\/td>\n<\/tr>\n
228<\/td>\nA- 9200 INTERACTION EQUATIONS
A- 9300 ALLOWABLE LOADS AND STRESSES
A- 9400 NEW INTERACTION EQUATIONS <\/td>\n<\/tr>\n
229<\/td>\nFIG. A-9210(d)-1 INTERACTION CURVE FOR BEAMS SUBJECT TO BENDING AND SHEAR OR TO BENDING, SHEAR, AND DIRECT LOADS
TABLE A-9210(d)-1 INTERACTION EQUATIONS FOR COMMON BEAM SHAPES <\/td>\n<\/tr>\n
230<\/td>\nA- 9500 DETERMINATION OF ALLOWABLE BENDING STRENGTH OF BEAMS BY THE APPARENT STRESS METHOD <\/td>\n<\/tr>\n
231<\/td>\nFIG. A-9523.1-1 SIGN CONVENTION AND NOMENCLATURE
TABLE A-9521(b)-1 SECTION FACTORS <\/td>\n<\/tr>\n
232<\/td>\nFIG. A-9531-1 BENDING AND SHEAR STRESSES <\/td>\n<\/tr>\n
233<\/td>\nFIG. A-9532(c)(3)-1 INTERACTION EXPONENT <\/td>\n<\/tr>\n
234<\/td>\nFIG. A-9533(b)-1 INTERACTION CURVE FOR BENDING AND TENSION
FIG. A-9541-1 TRAPEZOIDAL STRESS\u2013STRAIN RELATIONSHIP <\/td>\n<\/tr>\n
236<\/td>\nFIG. A-9541-2 ULTIMATE AND YIELD TRAPEZOIDAL INTERCEPT STRESSES
FIG. A-9541-3 LINEARIZED ULTIMATE AND YIELD BENDING STRESSES FOR RECTANGULAR SECTION <\/td>\n<\/tr>\n
237<\/td>\nFIG. A-9541-4 PROPORTIONAL LIMIT AS A FUNCTION OF YIELD STRESS <\/td>\n<\/tr>\n
238<\/td>\nFIG. A-9542-1 LINEARIZED BENDING STRESS VERSUS ALLOWABLE STRESS FOR SA-672 A50 MATERIAL AT 600\u00b0F (316\u00b0C) <\/td>\n<\/tr>\n
239<\/td>\nNONMANDATORY APPENDIX B OWNER’S DESIGN SPECIFICATIONS
ARTICLE B-1000 INTRODUCTION AND SCOPE
B-1100 INTRODUCTION
B-1200 SCOPE OF CERTIFIED DESIGN SPECIFICATION <\/td>\n<\/tr>\n
240<\/td>\nARTICLE B- 2000 GENERIC REQUIREMENTS
B- 2100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
242<\/td>\nFIGURE
FIG. B-2123-1 TIME-DEPENDENT LOAD INFORMATION <\/td>\n<\/tr>\n
244<\/td>\nB- 2200 OPERABILITY
B- 2300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
245<\/td>\nARTICLE B- 3000 SPECIFIC VESSEL REQUIREMENTS
B- 3100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
246<\/td>\nARTICLE B- 4000 SPECIFIC PUMP REQUIREMENTS
B- 4100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS
B- 4200 OPERABILITY REQUIREMENTS FOR PUMPS
B- 4300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
247<\/td>\nARTICLE B- 5000 SPECIFIC VALVE REQUIREMENTS
B- 5100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS
B- 5200 OPERABILITY REQUIREMENTS FOR VALVES <\/td>\n<\/tr>\n
248<\/td>\nB- 5300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
249<\/td>\nARTICLE B- 6000 SPECIFIC PIPING REQUIREMENTS
B- 6100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
250<\/td>\nARTICLE B- 7000 SPECIFIC CONTAINMENT REQUIREMENTS
B- 7100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
251<\/td>\nARTICLE B- 8000 SPECIFIC SUPPORT REQUIREMENTS
B- 8100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS
B- 8300 REGULATORY REQUIREMENTS <\/td>\n<\/tr>\n
252<\/td>\nARTICLE B- 9000 SPECIFIC CORE SUPPORT STRUCTURES REQUIREMENTS
B- 9100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
254<\/td>\nARTICLE B- 10000 SPECIFIC PARTS AND MISCELLANEOUS ITEMS REQUIREMENTS
B- 10100 CERTIFIED DESIGN SPECIFICATION REQUIREMENTS <\/td>\n<\/tr>\n
255<\/td>\nNONMANDATORY APPENDIX C
ARTICLE C- 1000 CERTIFICATE HOLDER’S DESIGN REPORT
C- 1100 INTRODUCTION <\/td>\n<\/tr>\n
256<\/td>\nC- 1200 THERMAL ANALYSIS <\/td>\n<\/tr>\n
257<\/td>\nC- 1300 STRUCTURAL ANALYSIS
C- 1400 FATIGUE EVALUATION <\/td>\n<\/tr>\n
259<\/td>\nNONMANDATORY APPENDIX D NONMANDATORY PREHEAT PROCEDURES
ARTICLE D-1000 NONMANDATORY PREHEAT PROCEDURES
D- 1100 INTRODUCTION
D- 1200 FERROUS MATERIALS <\/td>\n<\/tr>\n
261<\/td>\nNONMANDATORY APPENDIX E MINIMUM BOLT CROSS- SECTIONAL AREA
ARTICLE E-1000 MINIMUM BOLT CROSS-SECTIONAL AREA
E- 1100 INTRODUCTION
E- 1200 DESIGN CROSS- SECTIONAL AREA <\/td>\n<\/tr>\n
263<\/td>\nTABLES
TABLE E-1210-1 GASKET MATERIALS AND CONTACT FACINGS <\/td>\n<\/tr>\n
265<\/td>\nTABLE E-1210-2 EFFECTIVE GASKET WIDTH <\/td>\n<\/tr>\n
266<\/td>\nNONMANDATORY APPENDIX F RULES FOR EVALUATION OF SERVICE LOADINGS WITH LEVEL D SERVICE LIMITS
ARTICLE F-1000 RULES FOR EVALUATION OF SERVICE LOADINGS WITH LEVEL D SERVICE LIMITS
F- 1100 INTRODUCTION
F- 1200 INTENT OF LEVEL D SERVICE LIMITS
F- 1300 LEVEL D SERVICE LIMITS AND DESIGN RULES <\/td>\n<\/tr>\n
267<\/td>\nTABLE
TABLE F-1200-1 LEVEL D SERVICE LIMITS – COMPONENTS AND SUPPORTS ELASTIC SYSTEM ANALYSIS ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
274<\/td>\nF- 1400 VESSELS <\/td>\n<\/tr>\n
276<\/td>\nNONMANDATORY APPENDIX G FRACTURE TOUGHNESS CRITERIA FOR PROTECTION AGAINST FAILURE ARTICLE G- 1000 INTRODUCTION
ARTICLE G-1000 INTRODUCTION <\/td>\n<\/tr>\n
277<\/td>\nARTICLE G- 2000 VESSELS
G- 2100 GENERAL REQUIREMENTS
G- 2200 LEVEL A AND LEVEL B SERVICE LIMITS <\/td>\n<\/tr>\n
278<\/td>\nFIGURES
FIG. G-2210-1 <\/td>\n<\/tr>\n
280<\/td>\nFIG. G-2214-1 <\/td>\n<\/tr>\n
282<\/td>\nFIG. G-2214-2 <\/td>\n<\/tr>\n
284<\/td>\nG- 2300 LEVEL C AND LEVEL D SERVICE LIMITS
G- 2400 HYDROSTATIC TEST TEMPERATURE <\/td>\n<\/tr>\n
285<\/td>\nARTICLE G- 3000 PIPING, PUMPS, AND VALVES
G- 3100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
286<\/td>\nARTICLE G- 4000 BOLTING
G- 4100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
287<\/td>\nNONMANDATORY APPENDIX L CLASS FF FLANGE DESIGN FOR CLASS 2 AND 3 COMPONENTS AND CLASS MC VESSELS
ARTICLE L-1000 CLASS FF FLANGES – INTRODUCTION
L- 1100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
288<\/td>\nARTICLE L- 2000 CLASS FF FLANGES \u2014 MATERIALS
L- 2100 MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
289<\/td>\nARTICLE L- 3000 CLASS FF FLANGES \u2014 DESIGN
L- 3100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
292<\/td>\nFIGURES
FIG. L-3191-1 BOLT HOLE FLEXIBILITY FACTOR <\/td>\n<\/tr>\n
293<\/td>\nFIG. L-3191-2 FLANGE DIMENSIONS AND FORCES <\/td>\n<\/tr>\n
294<\/td>\nL- 3200 DESIGN OF FLANGES AND BOLTING <\/td>\n<\/tr>\n
295<\/td>\nTABLES
TABLE L-3212-1 TRIAL FLANGE THICKNESS AND AREA OF BOLTING FOR VARIOUS GROUPS OF ASSEMBLIES AND FLANGE CATEGORIES <\/td>\n<\/tr>\n
297<\/td>\nFIG. L-3230-1 GROUP 1 FLANGE ASSEMBLY (IDENTICAL FLANGE PAIRS)
FIG. L-3230-2 GROUP 2 FLANGE ASSEMBLY <\/td>\n<\/tr>\n
298<\/td>\nFIG. L-3230-3 GROUP 3 FLANGE ASSEMBLY
TABLE L-3240-1 SUMMARY OF APPLICABLE FORMULAS FOR DIFFERENT GROUPS OF ASSEMBLIES AND DIFFERENT CATEGORIES OF FLANGES <\/td>\n<\/tr>\n
302<\/td>\nNONMANDATORY APPENDIX M RECOMMENDATIONS FOR CONTROL OF WELDING, POSTWELD HEAT TREATMENT, AND NONDESTRUCTIVE EXAMINATION OF WELDS
ARTICLE M-1000 RECOMMENDATIONS FOR CONTROL OF WELDING, POSTWELD HEAT TREATMENT, AND NONDESTRUCTIVE EXAMINATION OF WELDS
M- 1100 INTRODUCTION
M- 1200 WELDING PROCEDURE SPECIFICATIONS <\/td>\n<\/tr>\n
303<\/td>\nM- 1300 WELDING PERFORMANCE QUALIFICATION AND ASSIGNMENT
M- 1400 CONTROL OF WELDING
M- 1500 NONDESTRUCTIVE EXAMINATION OF WELDS
M- 1600 POSTWELD HEAT TREATMENT
M- 1700 EXAMINATION AND DIMENSIONAL INSPECTION <\/td>\n<\/tr>\n
304<\/td>\nNONMANDATORY APPENDIX N DYNAMIC ANALYSIS METHODS
ARTICLE N-1000 DYNAMIC ANALYSIS METHODS
N- 1100 INTRODUCTION AND SCOPE <\/td>\n<\/tr>\n
305<\/td>\nN- 1200 SEISMIC ANALYSIS <\/td>\n<\/tr>\n
306<\/td>\nFIGURES
FIG. N-1211(a)-1 HORIZONTAL DESIGN RESPONSE SPECTRA SCALED TO 1 g HORIZONTAL GROUND ACCELERATION <\/td>\n<\/tr>\n
308<\/td>\nTABLES
TABLE N-1211(a)-1 HORIZONTAL DESIGN RESPONSE SPECTRA RELATIVE VALUES OF SPECTRUM AMPLIFICATION FACTORS FOR CONTROL POINTS
TABLE N-1211(b)-1 VERTICAL DESIGN RESPONSE SPECTRA RELATIVE VALUES OF SPECTRUM AMPLIFICATION FACTORS FOR CONTROL POINTS <\/td>\n<\/tr>\n
309<\/td>\nFIG. N-1211(b)-1 VERTICAL DESIGN RESPONSE SPECTRA SCALED TO 1 g HORIZONTAL GROUND ACCELERATION <\/td>\n<\/tr>\n
318<\/td>\nTABLE N-1225.1.1(b)-1 MINIMUM SUPPORT LOAD FACTOR <\/td>\n<\/tr>\n
320<\/td>\nTABLE N-1226-1 SUGGESTED FREQUENCIES, Hz, FOR CALCULATION OF GROUND AND FLOOR RESPONSE SPECTRA <\/td>\n<\/tr>\n
322<\/td>\nFIG. N-1226-1 RESPONSE SPECTRUM PEAK BROADENING AND PEAK AMPLITUDE <\/td>\n<\/tr>\n
323<\/td>\nFIG. N-1226-2 USE OF FLOOR SPECTRA WHEN SEVERAL EQUIPMENT FREQUENCIES ARE WITHIN THE WIDENED SPECTRAL PEAK <\/td>\n<\/tr>\n
327<\/td>\nFIG. N-1228.3-1 COEFFICIENTS FOR A COMPONENT OF SHEAR FOR A UNIT DISPLACEMENT OF A NONDATUM SUPPORT <\/td>\n<\/tr>\n
328<\/td>\nTABLE N-1230-1 DAMPING VALUES <\/td>\n<\/tr>\n
332<\/td>\nN- 1300 FLOW- INDUCED VIBRATION OF TUBES AND TUBE BANKS <\/td>\n<\/tr>\n
334<\/td>\nTABLE N-1311-1 ADDED MASS FOR LATERAL ACCELERATION OF STRUCTURES IN A FLUID RESERVOIR <\/td>\n<\/tr>\n
335<\/td>\nTABLE N-1311-2 GUIDELINES FOR DAMPING OF FLOW-INDUCED VIBRATION <\/td>\n<\/tr>\n
336<\/td>\nFIG. N-1321-1 VORTICES SHED FROM A CIRCULAR CYLINDER
FIG. N-1321-2 SOME TYPICAL CROSS SECTIONS OF BLUFF BODIES THAT CAN EXPERIENCE VORTEX <\/td>\n<\/tr>\n
338<\/td>\nFIG. N-1323-1 SYNCHRONIZATION OF THE VORTEX SHEDDING FREQUENCY AND THE TUBE NATURAL FREQUENCY FOR A SINGLE, FLEXIBLY-MOUNTED CIRCULAR CYLINDER. SYNCHRONIZATION OCCURS WITHIN THE SHADED REGION. (REF. 106) <\/td>\n<\/tr>\n
339<\/td>\nTABLE N-1324.2(a)-1 SEMIEMPIRICAL CORRELATIONS FOR PREDICTING RESONANT VORTEX-INDUCED VIBRATION AMPLITUDE <\/td>\n<\/tr>\n
341<\/td>\nFIG. N-1331-1 RESPONSE OF A TUBE BANK TO CROSS FLOW (REF. 115) <\/td>\n<\/tr>\n
342<\/td>\nFIG. N-1331-2 TUBE VIBRATION PATTERNS AT FLUIDELASTIC INSTABILITY FOR A FOUR-TUBE ROW <\/td>\n<\/tr>\n
343<\/td>\nFIG. N-1331-3 TUBE ARRANGEMENTS <\/td>\n<\/tr>\n
344<\/td>\nFIG. N-1331-4 STABILITY DIAGRAM <\/td>\n<\/tr>\n
347<\/td>\nFIG. N-1343-1 RANDOM EXCITATION COEFFICIENT FOR ARRAYS IN CROSS FLOW (REF. 100) <\/td>\n<\/tr>\n
349<\/td>\nN- 1400 DYNAMICS OF COUPLED FLUID-SHELLS <\/td>\n<\/tr>\n
351<\/td>\nFIG. N-1430-1 VIBRATION FORMS FOR CIRCULAR CYLINDRICAL SHELLS <\/td>\n<\/tr>\n
354<\/td>\nFIG. N-1451-1 COMPARISON OF FRITZ AND KISS SOLUTION WITH EXACT SOLUTION <\/td>\n<\/tr>\n
356<\/td>\nN- 1500 FLUID TRANSIENT DYNAMICS
N- 1600 MISCELLANEOUS IMPULSIVE AND IMPACTIVE LOADS
N- 1700 COMBINED RESPONSES <\/td>\n<\/tr>\n
357<\/td>\nFIG. N-1470-1 IMAGINARY PART OF Z AS A FUNCTION OF b\/ aFOR SELECTED VALUE OF S(REF. 146) <\/td>\n<\/tr>\n
359<\/td>\nFIG. N-1722.2-1 DEFINITION OF NOTATION <\/td>\n<\/tr>\n
361<\/td>\nFIG. N-1723.1-1
FIG. N-1723.1-2 <\/td>\n<\/tr>\n
362<\/td>\nFIG. N-1723.1-3
FIG. N-1723.1-4 <\/td>\n<\/tr>\n
364<\/td>\nREFERENCES TO APPENDIX N <\/td>\n<\/tr>\n
369<\/td>\nNONMANDATORY APPENDIX O RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS
ARTICLE O-1000 RULES FOR DESIGN OF SAFETY VALVE INSTALLATIONS
O- 1100 SCOPE AND DEFINITION <\/td>\n<\/tr>\n
370<\/td>\nO- 1200 METHOD OF AND PROCEDURE FOR LOAD COMPUTATION
FIGURES
FIG. 0-1120(e)-1 APPLICATION POINT OF VENTING FORCE F
FIG. 0-1120(e)-2 LIMITING SAFETY VALVE ARRANGEMENTS AND DIMENSIONS <\/td>\n<\/tr>\n
371<\/td>\nO- 1300 STRESS EVALUATION OPEN SYSTEM
O- 1400 CLOSED DISCHARGE SYSTEMS \u2014 OPEN DISCHARGE SYSTEMS WITH LONG DISCHARGE PIPES \u2014 SYSTEMS WITH SLUG FLOW <\/td>\n<\/tr>\n
372<\/td>\nO- 1500 DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n
373<\/td>\nNONMANDATORY APPENDIX P CERTIFIED MATERIAL TEST REPORTS
ARTICLE P-1000 CERTIFIED MATERIAL TEST REPORTS
P- 1100 INTRODUCTION
P- 1200 GENERAL REQUIRED INFORMATION
P- 1300 INFORMATION REQUIRED UNDER SPECIFIC CIRCUMSTANCES <\/td>\n<\/tr>\n
374<\/td>\nP- 1400 EXECUTION <\/td>\n<\/tr>\n
375<\/td>\nNONMANDATORY APPENDIX Q DESIGN RULES FOR CLAMP CONNECTIONS
ARTICLE Q-1000 DESIGN RULES FOR CLAMP CONNECTIONS
Q- 1100 INTRODUCTION <\/td>\n<\/tr>\n
376<\/td>\nFIGURES
FIG. Q-1130-1 TYPICAL HUB AND CLAMP <\/td>\n<\/tr>\n
377<\/td>\nFIG. Q-1130-2 TYPICAL CLAMP LUG CONFIGURATIONS <\/td>\n<\/tr>\n
381<\/td>\nTABLES
TABLE Q-1180-1 ALLOWABLE DESIGN STRESS FOR CLAMP CONNECTIONS <\/td>\n<\/tr>\n
382<\/td>\nNONMANDATORY APPENDIX R DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE FROM
ARTICLE R-1000 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE FROM TNDT FOR CLASSES 2 AND MC CONSTRUCTION
R-1100 INTRODUCTION
R-1200 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
383<\/td>\nFIGURE
FIG. R-1200-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
384<\/td>\nNONMANDATORY APPENDIX S PUMP SHAFT DESIGN METHODS
ARTICLE S-1000 PUMP SHAFT DESIGN METHODS
S-1100 INTRODUCTION
S-1200 SCOPE
S-1300 DESIGN REQUIREMENTS
S-1400 RESPONSIBILITY
S-1500 OPERATING LOADS <\/td>\n<\/tr>\n
385<\/td>\nS-1600 SHAFT FAILURE MODES <\/td>\n<\/tr>\n
386<\/td>\nFIGURES
FIG. S-1600-1 TYPICAL CENTRIFUGAL PUMP SHAFT FAILURE LOCATIONS <\/td>\n<\/tr>\n
387<\/td>\nARTICLE S- 2000 DESIGN PROCEDURE
S- 2100 CRITICAL SPEEDS
S- 2200 MAXIMUM TORSIONAL LOAD
S- 2300 SHAFT EVALUATION <\/td>\n<\/tr>\n
388<\/td>\nFIG. S-2300-1 STEPS IN THE DESIGN OF A PUMP SHAFT <\/td>\n<\/tr>\n
389<\/td>\nS- 2400 OTHER CONSIDERATIONS <\/td>\n<\/tr>\n
390<\/td>\nNONMANDATORY APPENDIX T RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS
ARTICLE T-1000 RECOMMENDED TOLERANCES FOR RECONCILIATION OF PIPING SYSTEMS
T- 1100 INTRODUCTION <\/td>\n<\/tr>\n
392<\/td>\nFIGURES
FIG. T-1213-1 ILLUSTRATIONS OF ANGULAR DIMENSIONS \u2014 PIPE LEGS, VALVES, SUPPORTS, BENDS <\/td>\n<\/tr>\n
393<\/td>\nT- 1200 TOTAL TOLERANCES <\/td>\n<\/tr>\n
394<\/td>\nFIG. T-1213-2 ILLUSTRATIONS OF LINEAR DIMENSIONS <\/td>\n<\/tr>\n
395<\/td>\nTABLE
TABLE T-1222-1 BRANCH\/RUN SIZE COMBINATIONS <\/td>\n<\/tr>\n
397<\/td>\nNONMANDATORY APPENDIX U RULES FOR PUMP INTERNALS
ARTICLE U-1000 RULES FOR PUMP INTERNALS
U- 1100 INTRODUCTION
U- 1200 GENERAL REQUIREMENTS
U- 1300 MATERIALS <\/td>\n<\/tr>\n
399<\/td>\nU- 1400 FABRICATION REQUIREMENTS <\/td>\n<\/tr>\n
403<\/td>\nTABLES
TABLE U-1600-1 SUMMARY OF REQUIREMENTS <\/td>\n<\/tr>\n
404<\/td>\nFIGURES
FIG. U-1500-1 TYPICAL FOR TYPE A, C, E, F, AND\/OR SOME J (NB-3400) PUMPS <\/td>\n<\/tr>\n
405<\/td>\nFIG. U-1500-2 TYPICAL TYPE B AND D PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
406<\/td>\nFIG. U-1500-3 TYPICAL FOR TYPE G AND H PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
407<\/td>\nFIG. U-1500-4 TYPICAL FOR TYPE K PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
408<\/td>\nFIG. U-1500-5 TYPICAL FOR TYPE L PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
409<\/td>\nFIG. U-1500-6 RECIPROCATING PLUNGER PUMP (NC AND ND-3400) <\/td>\n<\/tr>\n
411<\/td>\nFIG. U-1500-7 TYPICAL TYPE A AND C PUMPS (NC AND ND-3400) <\/td>\n<\/tr>\n
412<\/td>\nTABLE U-1610-1 MATERIALS FOR PUMP INTERNAL ITEMS FOR CLASS 1, 2, AND 3 PUMPS <\/td>\n<\/tr>\n
415<\/td>\nNONMANDATORY APPENDIX W ARTICLE W- 1000 ENVIRONMENTAL EFFECTS ON COMPONENTS
ARTICLE W-1000 ENVIRONMENTAL EFFECTS ON COMPONENTS
W- 1100 INTRODUCTION
W- 1200 SECTION XI AND PLEX APPLICATIONS <\/td>\n<\/tr>\n
416<\/td>\nARTICLE W- 2000 SUMMARIES OF CORROSION DAMAGE MECHANISMS
W- 2100 STRESS CORROSION CRACKING
FIGURE
FIG. W-2100-1 ENVIRONMENTAL CONDITIONS REQUIRED FOR SCCC <\/td>\n<\/tr>\n
418<\/td>\nW- 2200 GENERAL CORROSION AND WASTAGE <\/td>\n<\/tr>\n
420<\/td>\nW- 2300 PITTING CORROSION <\/td>\n<\/tr>\n
421<\/td>\nW- 2400 CREVICE CORROSION AND DENTING <\/td>\n<\/tr>\n
423<\/td>\nW- 2500 INTERGRANULAR CORROSION ATTACK <\/td>\n<\/tr>\n
425<\/td>\nW- 2600 MICROBIOLOGICALLY-INDUCED CORROSION AND FOULING <\/td>\n<\/tr>\n
426<\/td>\nW- 2700 CORROSION FATIGUE AND CRACK GROWTH <\/td>\n<\/tr>\n
428<\/td>\nW- 2800 FLOW ACCELERATED CORROSION <\/td>\n<\/tr>\n
430<\/td>\nW- 2900 EROSION AND EROSION-CORROSION <\/td>\n<\/tr>\n
433<\/td>\nARTICLE W- 3000 SUMMARIES OF EMBRITTLEMENT DAMAGE MECHANISMS
W- 3100 IRRADIATION- ASSISTED STRESS CORROSION CRACKING ( IASCC) <\/td>\n<\/tr>\n
434<\/td>\nW- 3200 THERMAL AGING EMBRITTLEMENT <\/td>\n<\/tr>\n
436<\/td>\nW- 3300 RADIATION EMBRITTLEMENT
W- 3400 HYDROGEN DAMAGE EMBRITTLEMENT AND DELAYED CRACKING <\/td>\n<\/tr>\n
438<\/td>\nARTICLE W- 4000 SUMMARIES OF OTHER DAMAGE MECHANISMS
W- 4100 FRETTING AND WEAR <\/td>\n<\/tr>\n
439<\/td>\nW- 4200 THERMAL FATIGUE
W- 4300 DYNAMIC LOADING \u2014 VIBRATION, WATER HAMMER, AND UNSTABLE FLUID FLOW
W- 4400 CREEP <\/td>\n<\/tr>\n
442<\/td>\nNONMANDATORY APPENDIX Y EVALUATION OF THE DESIGN OF RECTANGULAR AND HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1, 2, AND 3 PIPING
ARTICLE Y-1000 EVALUATION OF THE DESIGN OF RECTANGULAR AND HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1, 2, AND 3 PIPING
Y- 1100 INTRODUCTION <\/td>\n<\/tr>\n
443<\/td>\nARTICLE Y- 2000 PROCEDURE FOR EVALUATION OF THE DESIGN OF RECTANGULAR CROSS SECTION ATTACHMENTS ON CLASS 1 PIPING
Y- 2100 INTRODUCTION
Y- 2200 LIMITATIONS TO APPLICABILITY
Y- 2300 NOMENCLATURE AND DEFINITIONS ( See Fig. Y- 2300- 1)
FIGURES
FIG. Y-2300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
444<\/td>\nY- 2400 EVALUATION PROCEDURE <\/td>\n<\/tr>\n
445<\/td>\nY- 2500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
446<\/td>\nARTICLE Y- 3000 PROCEDURE FOR EVALUATION OF THE DESIGN OF RECTANGULAR CROSS SECTION ATTACHMENTS ON CLASS 2 OR 3 PIPING
Y- 3100 INTRODUCTION
Y- 3200 LIMITATIONS TO APPLICABILITY
Y- 3300 NOMENCLATURE AND DEFINITIONS ( See Fig. Y- 3300- 1)
FIG. Y-3300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
447<\/td>\nY- 3400 EVALUATION PROCEDURE <\/td>\n<\/tr>\n
448<\/td>\nY- 3500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
449<\/td>\nARTICLE Y- 4000 PROCEDURE FOR EVALUATION OF THE DESIGN OF HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 1 PIPING
Y- 4100 INTRODUCTION
Y- 4200 LIMITATIONS TO APPLICABILITY
Y- 4300 NOMENCLATURE AND DEFINITIONS ( See Fig. Y- 4300- 1)
FIG. Y-4200-1 WELD TYPE ILLUSTRATION
FIG. Y-4300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
450<\/td>\nY- 4400 EVALUATION PROCEDURE <\/td>\n<\/tr>\n
451<\/td>\nY- 4500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
452<\/td>\nARTICLE Y- 5000 PROCEDURE FOR EVALUATION OF THE DESIGN OF HOLLOW CIRCULAR CROSS SECTION WELDED ATTACHMENTS ON CLASS 2 AND 3 PIPING
Y- 5100 INTRODUCTION
Y- 5200 LIMITATIONS TO APPLICABILITY
Y- 5300 NOMENCLATURE AND DEFINITIONS ( See Fig. Y- 5300- 1) <\/td>\n<\/tr>\n
453<\/td>\nY- 5400 EVALUATION PROCEDURE
FIG. Y-5300-1 NOMENCLATURE ILLUSTRATION <\/td>\n<\/tr>\n
454<\/td>\nY- 5500 ANALYSIS DOCUMENTATION <\/td>\n<\/tr>\n
455<\/td>\nNONMANDATORY APPENDIX Z INTERRUPTION OF CODE WORK
ARTICLE Z-1000 INTERRUPTION OF CODE WORK
Z- 1100 INTRODUCTION
Z- 1200 DEFINITIONS
Z- 1300 DOCUMENTATION
Z- 1400 OTHER CONSIDERATIONS <\/td>\n<\/tr>\n
456<\/td>\nZ- 1500 RESUMPTION OF CODE ACTIVITIES <\/td>\n<\/tr>\n
457<\/td>\nNONMANDATORY APPENDIX AA GUIDANCE FOR THE USE OF U. S. CUSTOMARY AND SI UNITS IN THE ASME BOILER AND PRESSURE VESSEL CODE
AA- 1000 USE OF UNITS IN EQUATIONS
AA- 2000 GUIDELINES USED TO DEVELOP SI EQUIVALENTS <\/td>\n<\/tr>\n
459<\/td>\nAA- 3000 SOFT CONVERSION FACTORS <\/td>\n<\/tr>\n
460<\/td>\nNONMANDATORY APPENDIX BB METALLIC BRAIDED FLEXIBLE HOSE FOR CLASS 2 AND 3 SERVICE ARTICLE BB- 1000 SCOPE
ARTICLE BB-1000 SCOPE
BB- 1100 RULES <\/td>\n<\/tr>\n
461<\/td>\nARTICLE BB- 2000 MATERIAL
BB- 2100 SHEATHS, END PIECES, AND BRAIDS <\/td>\n<\/tr>\n
462<\/td>\nARTICLE BB- 3000 DESIGN
BB- 3100 DESIGN FACTORS
BB- 3200 GENERAL DESIGN REQUIREMENTS
BB- 3300 SPECIAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
463<\/td>\nFIGURE
FIG. BB-3300-1 BELLOWS CONFIGURATION AND WRAP ANGLE, \ufffd <\/td>\n<\/tr>\n
464<\/td>\nARTICLE BB- 4000 FABRICATION
BB- 4100 REQUIREMENTS <\/td>\n<\/tr>\n
465<\/td>\nARTICLE BB- 5000 EXAMINATION
BB- 5100 PROCEDURES <\/td>\n<\/tr>\n
466<\/td>\nARTICLE BB- 6000 TESTING
BB- 6100 HYDROSTATIC AND PNEUMATIC TESTING <\/td>\n<\/tr>\n
467<\/td>\nARTICLE BB- 7000 CERTIFICATION
BB- 7100 PROVISIONS <\/td>\n<\/tr>\n
468<\/td>\nNONMANDATORY APPENDIX CC ALTERNATIVE RULES FOR LINEAR PIPING SUPPORTS ARTICLE CC- 1000 INTRODUCTION
CC- 1000 INTRODUCTION
CC-1100 INTRODUCTION <\/td>\n<\/tr>\n
469<\/td>\nARTICLE CC- 2000 MATERIALS
CC- 2100 MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
470<\/td>\nARTICLE CC- 3000 DESIGN
CC- 3100 DESIGN REQUIREMENTS
TABLE
TABLE CC-3120-1 CORRELATION OF SERVICE LOADINGS AND STRESS LIMIT COEFFICIENTS <\/td>\n<\/tr>\n
471<\/td>\nARTICLE CC- 4000 FABRICATION
CC- 4100 FABRICATION REQUIREMENTS <\/td>\n<\/tr>\n
472<\/td>\nARTICLE CC- 5000 EXAMINATION
CC- 5100 EXAMINATION REQUIREMENTS <\/td>\n<\/tr>\n
473<\/td>\nARTICLE CC- 8000 NAMEPLATES, STAMPING, AND DATA REPORTS
CC- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – A -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Appendices<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2010<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363179,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363176","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\/363176","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\/363179"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363176"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363176"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363176"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}