{"id":363325,"date":"2024-10-20T01:45:00","date_gmt":"2024-10-20T01:45:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-nh-2007\/"},"modified":"2024-10-26T02:44:49","modified_gmt":"2024-10-26T02:44:49","slug":"asme-bpvc-iii-1-nh-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-nh-2007\/","title":{"rendered":"ASME BPVC III 1 NH 2007"},"content":{"rendered":"

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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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nLIST OF BPVC SECTIONS <\/td>\n<\/tr>\n
6<\/td>\nCONTENTS <\/td>\n<\/tr>\n
7<\/td>\nARTICLE NH- 3000 FIGURES
ARTICLE NH- 3000 TABLES <\/td>\n<\/tr>\n
8<\/td>\nNONMANDATORY APPENDICES <\/td>\n<\/tr>\n
10<\/td>\nFOREWORD <\/td>\n<\/tr>\n
12<\/td>\nSTATEMENTS OF POLICY <\/td>\n<\/tr>\n
14<\/td>\nPERSONNEL <\/td>\n<\/tr>\n
26<\/td>\nORGANIZATION OF SECTION III
1 GENERAL
2 SUBSECTIONS
3 ARTICLES
4 SUBARTICLES
5 SUBSUBARTICLES
6 PARAGRAPHS
7 SUBPARAGRAPHS <\/td>\n<\/tr>\n
27<\/td>\n8 SUBSUBPARAGRAPHS
9 REFERENCES <\/td>\n<\/tr>\n
28<\/td>\nSUMMARY OF CHANGES <\/td>\n<\/tr>\n
29<\/td>\nLIST OF CHANGES IN BC ORDER <\/td>\n<\/tr>\n
30<\/td>\nARTICLE NH- 1000 INTRODUCTION
NH- 1100 SCOPE
NH- 1110 ASPECTS OF CONSTRUCTION COVERED BY THESE RULES
NH- 1120 TEMPERATURE AND SERVICE LIFE LIMITS
NH- 1130 ORGANIZATION OF SUBSECTION NH RULES <\/td>\n<\/tr>\n
31<\/td>\nARTICLE NH- 2000 MATERIAL
NH- 2120 PRESSURE RETAINING MATERIALS
NH- 2160 DETERIORATION OF MATERIAL IN SERVICE <\/td>\n<\/tr>\n
33<\/td>\nNH- 2540 FATIGUE ACCEPTANCE TEST <\/td>\n<\/tr>\n
34<\/td>\nARTICLE NH- 3000 DESIGN
NH- 3100 GENERAL REQUIREMENTS FOR DESIGN
NH- 3110 SCOPE, ACCEPTABILITY, AND LOADINGS <\/td>\n<\/tr>\n
36<\/td>\nNH- 3130 GENERAL DESIGN RULES <\/td>\n<\/tr>\n
37<\/td>\nNH-3133-1 SIZE RESTRICTIONS ON CONNECTIONS <\/td>\n<\/tr>\n
38<\/td>\nNH- 3200 DESIGN BY ANALYSIS
NH- 3210 DESIGN CRITERIA <\/td>\n<\/tr>\n
43<\/td>\nNH-3217-1 CLASSIFICATION OF STRESS INTENSITY IN VESSELS FOR SOME TYPICAL CASES <\/td>\n<\/tr>\n
45<\/td>\nNH-3217-2 CLASSIFICATION OF STRESS INTENSITY IN PIPING, TYPICAL CASES <\/td>\n<\/tr>\n
46<\/td>\nNH- 3220 DESIGN RULES AND LIMITS FOR LOAD CONTROLLED STRESSES IN STRUCTURES OTHER THAN BOLTS NH- 3221 General Requirements <\/td>\n<\/tr>\n
47<\/td>\nNH-3221-1 FLOW DIAGRAM FOR ELEVATED TEMPERATURE ANALYSIS <\/td>\n<\/tr>\n
49<\/td>\nNH-3224-1 USE-FRACTIONS FOR MEMBRANE STRESS
NH-3224-2 USE-FRACTIONS FOR MEMBRANE PLUS BENDING STRESS <\/td>\n<\/tr>\n
51<\/td>\nNH-3225-1 TENSILE STRENGTH VALUES ( Su) <\/td>\n<\/tr>\n
52<\/td>\nNH-3225-2 TENSILE AND YIELD STRENGTH REDUCTION FACTOR DUE TO LONG TIME PRIOR ELEVATED TEMPERATURE SERVICE
NH-3225-3A YIELD STRENGTH REDUCTION FACTORS FOR 21\/4Cr-1Mo <\/td>\n<\/tr>\n
53<\/td>\nNH-3225-3B TENSILE STRENGTH REDUCTION FACTORS FOR 21\/4Cr-1Mo <\/td>\n<\/tr>\n
55<\/td>\nNH- 3230 STRESS LIMITS FOR LOAD CONTROLLED STRESSES ON BOLTS
NH-3225-4 TENSILE STRENGTH REDUCTION FACTORS FOR 9Cr-1Mo-V <\/td>\n<\/tr>\n
56<\/td>\nNH- 3240 SPECIAL REQUIREMENTS FOR ELEVATED TEMPERATURE COMPONENTS
NH- 3250 LIMITS ON DEFORMATION CONTROLLED QUANTITIES <\/td>\n<\/tr>\n
57<\/td>\nNH- 3300 VESSEL DESIGNS
NH- 3310 GENERAL REQUIREMENTS
NH- 3330 OPENINGS AND REINFORCEMENT <\/td>\n<\/tr>\n
58<\/td>\nNH- 3350 DESIGN OF WELDED CONSTRUCTION <\/td>\n<\/tr>\n
59<\/td>\nNH-3351-1 WELDED JOINT LOCATIONS TYPICAL OF CATEGORIES A, B, C, AND D <\/td>\n<\/tr>\n
60<\/td>\nNH-3352-1 TYPICAL BUTT JOINTS
NH-3354-1 PERMISSIBLE ATTACHMENT WELD LOCATION <\/td>\n<\/tr>\n
61<\/td>\nNH- 3360 SPECIAL VESSEL REQUIREMENTS
NH- 3400 DESIGN OF CLASS 1 PUMPS
NH- 3410 GENERAL REQUIREMENTS
NH-3361-1 CATEGORY A AND B JOINTS BETWEEN SECTIONS OF UNEQUAL THICKNESS <\/td>\n<\/tr>\n
62<\/td>\nNH- 3420 DESIGN CONSIDERATIONS
NH-3410.2-1 TYPICAL SINGLE VOLUTE CASING
NH-3410.2-2 TYPICAL DOUBLE VOLUTE CASING <\/td>\n<\/tr>\n
63<\/td>\nNH- 3430 PUMP TYPES
NH- 3500 DESIGN OF CLASS 1 VALVES
NH- 3510 DESIGN REQUIREMENTS
NH-3421.11-1 MINIMUM TANGENTIAL INLET AND OUTLET WALL THICKNESS <\/td>\n<\/tr>\n
64<\/td>\nNH- 3550 CYCLIC LOADING REQUIREMENTS
NH- 3600 PIPING DESIGN
NH- 3610 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
65<\/td>\nNH- 3620 DESIGN CONSIDERATIONS
NH- 3640 PRESSURE DESIGN OF COMPONENTS <\/td>\n<\/tr>\n
66<\/td>\nNH-3642.1-1 BEND RADIUS VS. THICKNESS <\/td>\n<\/tr>\n
67<\/td>\nNH- 3650 ANALYSIS OF PIPING COMPONENTS
NH- 3660 DESIGN OF WELDS
NH- 3670 SPECIAL PIPING REQUIREMENTS NH- 3671 Nonwelded Piping Joints NH- 3671.1 Excluded Designs <\/td>\n<\/tr>\n
69<\/td>\nARTICLE NH- 4000 FABRICATION AND INSTALLATION
NH- 4100 GENERAL REQUIREMENTS
NH- 4110 INTRODUCTION
NH- 4240 SPECIAL JOINTS AND FITTINGS \u2014 ADDED RULES FOR NB- 4240 <\/td>\n<\/tr>\n
70<\/td>\nARTICLE NH- 4000 FIGURE
NH-4212-1 PERMISSIBLE TIME\/TEMPERATURE CONDITIONS FOR MATERIAL WHICH HAS BEEN COLD WORKED >5% AND <20% AND SUBJECTED TO SHORT-TIME HIGH TEMPERATURE TRANSIENTS <\/td>\n<\/tr>\n
71<\/td>\nARTICLE NH- 5000 EXAMINATION
NH- 5100 GENERAL REQUIREMENTS FOR EXAMINATION
NH- 5110 GENERAL REQUIREMENTS
NH- 5130 EXAMINATION OF WELD EDGE PREPARATION SURFACES
NH- 5200 REQUIRED EXAMINATION OF WELDS
NH- 5210 CATEGORY A VESSEL WELDED JOINTS AND LONGITUDINAL WELDED JOINTS IN OTHER COMPONENTS
NH- 5220 CATEGORY B VESSEL WELDED JOINTS AND CIRCUMFERENTIAL WELDED JOINTS IN OTHER COMPONENTS <\/td>\n<\/tr>\n
72<\/td>\nNH- 5230 CATEGORY C VESSEL WELDED JOINTS AND SIMILAR WELDED JOINTS IN OTHER COMPONENTS
NH- 5240 CATEGORY D VESSEL WELDED JOINTS AND BRANCH AND PIPING CONNECTIONS IN OTHER COMPONENTS <\/td>\n<\/tr>\n
73<\/td>\nNH- 5260 FILLET, SOCKET, AND ATTACHMENT WELDS <\/td>\n<\/tr>\n
74<\/td>\nARTICLE NH- 6000 TESTING
NH- 6100 GENERAL REQUIREMENTS
NH- 6110 SCOPE OF TESTING <\/td>\n<\/tr>\n
75<\/td>\nNH- 6120 PREPARATION FOR TESTING <\/td>\n<\/tr>\n
76<\/td>\nNH- 6200 HYDROSTATIC TESTS
NH- 6210 HYDROSTATIC TESTING PROCEDURE
NH- 6220 HYDROSTATIC TEST PRESSURE REQUIREMENTS <\/td>\n<\/tr>\n
77<\/td>\nNH- 6300 PNEUMATIC TESTS
NH- 6310 PNEUMATIC TESTING PROCEDURES
NH- 6320 PNEUMATIC TEST PRESSURE REQUIREMENTS <\/td>\n<\/tr>\n
78<\/td>\nNH- 6400 PRESSURE TEST GAGES <\/td>\n<\/tr>\n
79<\/td>\nARTICLE NH- 7000 OVERPRESSURE PROTECTION
NH- 7100 GENERAL REQUIREMENTS
NH- 7110 SCOPE
NH- 7130 VERIFICATION OF THE OPERATION OF PRESSURE RELIEF DEVICES
NH- 7170 PERMITTED USE OF PRESSURE RELIEF DEVICES
NH- 7200 CONTENT OF OVERPRESSURE PROTECTION REPORT <\/td>\n<\/tr>\n
80<\/td>\nNH- 7300 RELIEVING CAPACITY
NH- 7600 NONRECLOSING PRESSURE RELIEF DEVICES
NH- 7610 USE OF RUPTURE DISK DEVICES <\/td>\n<\/tr>\n
82<\/td>\nMANDATORY APPENDIX
I-14 TABLES I-14.0 <\/td>\n<\/tr>\n
130<\/td>\nT RULES FOR STRAIN, DEFORMATION, AND FATIGUE LIMITS AT ELEVATED TEMPERATURES
T- 1100 INTRODUCTION
T- 1110 OBJECTIVE
T- 1120 GENERAL REQUIREMENTS
T- 1200 DEFORMATION LIMITS FOR FUNCTIONAL REQUIREMENTS
T- 1210 STATEMENT IN DESIGN SPECIFICATION
T- 1220 ELASTIC ANALYSIS METHOD <\/td>\n<\/tr>\n
131<\/td>\nT- 1230 USE OF INELASTIC ANALYSIS
T- 1300 DEFORMATION AND STRAIN LIMITS FOR STRUCTURAL INTEGRITY
T- 1310 LIMITS FOR INELASTIC STRAINS
T- 1320 SATISFACTION OF STRAIN LIMITS USING ELASTIC ANALYSIS <\/td>\n<\/tr>\n
133<\/td>\nT- 1330 SATISFACTION OF STRAIN LIMITS USING SIMPLIFIED INELASTIC ANALYSIS <\/td>\n<\/tr>\n
136<\/td>\nT- 1400 CREEP- FATIGUE EVALUATION
T- 1410 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
137<\/td>\nT- 1420 LIMITS USING INELASTIC ANALYSIS <\/td>\n<\/tr>\n
139<\/td>\nT- 1430 LIMITS USING ELASTIC ANALYSIS <\/td>\n<\/tr>\n
151<\/td>\nT- 1500 BUCKLING AND INSTABILITY
T- 1510 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
152<\/td>\nT- 1520 BUCKLING LIMITS <\/td>\n<\/tr>\n
153<\/td>\nT- 1700 SPECIAL REQUIREMENTS
T- 1710 SPECIAL STRAIN REQUIREMENTS AT WELDS
T- 1720 STRAIN REQUIREMENTS FOR BOLTING
T- 1800 ISOCHRONOUS STRESS- STRAIN RELATIONS
T- 1810 OBJECTIVE <\/td>\n<\/tr>\n
157<\/td>\nT- 1820 MATERIALS AND TEMPERATURE LIMITS <\/td>\n<\/tr>\n
217<\/td>\nX GUIDELINES FOR RESTRICTED MATERIAL SPECIFICATIONS TO IMPROVE PERFORMANCE IN CERTAIN SERVICE APPLICATIONS
X- 1100 SCOPE
X- 1110 OBJECTIVES
X- 1200 SERVICE CONDITIONS
X- 1300 RECOMMENDED RESTRICTIONS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – NH -2007 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NH, Class 1 Components in Elevated Temperature Service<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2007<\/td>\n220<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363329,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363325","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\/363325","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\/363329"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363325"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363325"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363325"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}