{"id":363199,"date":"2024-10-20T01:44:13","date_gmt":"2024-10-20T01:44:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-2-2010\/"},"modified":"2024-10-26T02:44:00","modified_gmt":"2024-10-26T02:44:00","slug":"asme-bpvc-iii-2-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-2-2010\/","title":{"rendered":"ASME BPVC III 2 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
14<\/td>\nFOREWORD <\/td>\n<\/tr>\n
16<\/td>\nSTATEMENT OF POLICY <\/td>\n<\/tr>\n
17<\/td>\nPERSONNEL <\/td>\n<\/tr>\n
29<\/td>\nTHE AMERICAN CONCRETE INSTITUTE <\/td>\n<\/tr>\n
30<\/td>\nINTRODUCTION TO SECTION III, DIVISION 2 <\/td>\n<\/tr>\n
31<\/td>\nORGANIZATION OF SECTION III <\/td>\n<\/tr>\n
33<\/td>\nSUMMARY OF CHANGES <\/td>\n<\/tr>\n
35<\/td>\nSUBSECTION CCCONCRETE CONTAINMENTS(PRESTRESSED ORREINFORCED)
ARTICLE CC- 1000 INTRODUCTION
CC- 1100 SCOPE AND GENERAL REQUIREMENTS
CC-1110 SCOPE
CC-1120
CC-1130
CC-1140 <\/td>\n<\/tr>\n
36<\/td>\nARTICLE CC- 2000 MATERIAL
CC- 2100 GENERAL REQUIREMENTS FOR MATERIAL
CC-2110 SCOPE
CC-2120 PRESSURE RETAINING AND LOADBEARING MATERIAL <\/td>\n<\/tr>\n
37<\/td>\nCC-2130 CERTIFICATION OF MATERIAL <\/td>\n<\/tr>\n
38<\/td>\nCC-2140 DETERIORATION OF MATERIALAND COATINGS DURING SERVICE
CC-2150 HEAT TREATMENT TO ENHANCEMECHANICAL PROPERTIES OFMETALLIC MATERIAL
CC- 2200 CONCRETE AND CONCRETE CONSTITUENTS
CC-2210 INTRODUCTION <\/td>\n<\/tr>\n
39<\/td>\nCC-2220 CONCRETE CONSTITUENTS <\/td>\n<\/tr>\n
40<\/td>\nCC-2230 CONCRETE MIX DESIGN <\/td>\n<\/tr>\n
43<\/td>\nCC-2240 CEMENT GROUT <\/td>\n<\/tr>\n
45<\/td>\nCC-2250 MARKING AND IDENTIFICATIONOF CONCRETE CONSTITUENTS <\/td>\n<\/tr>\n
46<\/td>\nCC- 2300 MATERIAL FOR REINFORCING SYSTEMS
CC-2310 INTRODUCTION
CC-2320 MATERIAL IDENTIFICATION
CC-2330 SPECIAL MATERIAL TESTING
CC- 2400 MATERIAL FOR PRESTRESSING SYSTEMS
CC-2410 INTRODUCTION
CC-2420 PRESTRESSING STEEL <\/td>\n<\/tr>\n
47<\/td>\nCC-2430 ANCHORAGE COMPONENTS <\/td>\n<\/tr>\n
48<\/td>\nCC-2440 NONLOAD-CARRYING ANDACCESSORY MATERIALS <\/td>\n<\/tr>\n
49<\/td>\nCC-2450 PERFORMANCE REQUIREMENTS
TABLES
TABLE CC-2442-1ANALYSIS LIMITS OF PERMANENT COATING MATERIAL FOR CRV PRESTRESSING <\/td>\n<\/tr>\n
50<\/td>\nCC-2460 PERFORMANCE TESTS
FIGURES
FIG. CC-2462-1 MANUFACTURER\u2019S RECORD OF TENDON PERFORMANCE QUALIFICATION TESTS <\/td>\n<\/tr>\n
51<\/td>\nCC-2470 MARKING AND IDENTIFICATIONOF PRESTRESSING MATERIAL
FIG. CC-2465-1 RECORD OF MECHANICAL TEST RESULTS OBTAINED FROMTENDON PERFORMANCE QUALIFICATION TESTS <\/td>\n<\/tr>\n
52<\/td>\nCC- 2500 MATERIAL FOR LINERS
CC-2510 PERMITTED MATERIALSPECIFICATIONS
CC-2520 FRACTURE TOUGHNESSREQUIREMENTS FOR MATERIALS <\/td>\n<\/tr>\n
53<\/td>\nTABLE CC-2521.1-1EXEMPTIONS FROM IMPACT TESTINGUNDER CC-2521.1(h <\/td>\n<\/tr>\n
54<\/td>\nFIG. CC-2521.1-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
55<\/td>\nFIG. CC-2521.1-1M DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
56<\/td>\nTABLE CC-2524.2-1REQUIRED Cv LATERAL EXPANSION VALUESFOR LINER MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n
57<\/td>\nTABLE CC-2524.2-2REQUIRED Cv ENERGY VALUES FOR LINER MATERIAL OTHER THAN BOLTING
TABLE CC-2524.3(a)-1REQUIRED Cv VALUES FOR BOLTING MATERIALTESTED IN ACCORDANCE WITH CC-2524.3(a)
Cv VALUES FOR BOLTING MATERIALTESTED IN ACCORDANCE WITHCC-2524.3(b) AND CC-2524.4
TABLE CC-2524.4-1REQUIRED Cv ENERGY VALUES FOR LINERMATERIAL FOR THE OVERPRESSURE TEST <\/td>\n<\/tr>\n
59<\/td>\nCC-2530 EXAMINATION AND REPAIR OFLINER MATERIAL <\/td>\n<\/tr>\n
63<\/td>\nCC-2540 MATERIAL IDENTIFICATION
CC- 2600 WELDING MATERIAL
CC-2610 WELDING MATERIALREQUIREMENTS <\/td>\n<\/tr>\n
66<\/td>\nTABLE CC-2613.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS
TABLE CC-2613.2-1WELDING MATERIAL CHEMICAL ANALYSIS <\/td>\n<\/tr>\n
67<\/td>\nCC-2620 STUD WELDING MATERIAL <\/td>\n<\/tr>\n
68<\/td>\nFIG. CC-2613.3.1-1 DELTA FERRITE CONTENT <\/td>\n<\/tr>\n
69<\/td>\nFIG. CC-2620-1 DIMENSIONS AND TOLERANCES OFSTANDARD STUDS <\/td>\n<\/tr>\n
70<\/td>\nFIG. CC-2620-2 TYPICAL TENSILE TEST FIXTURE
FIG. CC-2620-3 BEND TESTING DEVICE <\/td>\n<\/tr>\n
71<\/td>\nFIG. CC-2620-4 TYPICAL DEVICE FOR BEND TESTING OF SMALL STUDS <\/td>\n<\/tr>\n
72<\/td>\nCC-2630 IDENTIFICATION OF WELDINGMATERIAL
CC- 2700 MATERIAL FOR EMBEDMENT ANCHORS
CC-2710 INTRODUCTION
CC-2720 FRACTURE TOUGHNESSREQUIREMENTS FOR EMBEDMENTANCHOR MATERIALS
CC-2630 IDENTIFICATION OF WELDINGMATERIAL
TABLE CC-2623.2-1STRENGTH REQUIREMENTS FOR STUDS <\/td>\n<\/tr>\n
73<\/td>\nCC-2740 MARKING OF EMBEDMENTANCHOR MATERIAL
CC- 2800 MATERIAL MANUFACTURER’S QUALITY SYSTEM PROGRAMS
CC-2810 DOCUMENTATION ANDMAINTENANCE OFQUALITY SYSTEM PROGRAMS <\/td>\n<\/tr>\n
74<\/td>\nARTICLE CC- 3000 DESIGN
CC- 3100 GENERAL DESIGN
CC-3110 CONCRETE CONTAINMENT
CC-3120 METALLIC LINER
CC-3130 DEFINITION OF TERMS <\/td>\n<\/tr>\n
75<\/td>\nCC-3140 TOLERANCES
CC- 3200 LOAD CRITERIA
CC-3210 GENERAL
CC-3220 LOAD CATEGORIES <\/td>\n<\/tr>\n
76<\/td>\nTABLES
TABLE CC-3136.6-1CLASSIFICATION OF FORCES IN CONCRETE CONTAINMENTS FOR STEEL REINFORCINGAND CONCRETE ALLOWABLE STRESSES <\/td>\n<\/tr>\n
77<\/td>\nCC-3230 LOAD COMBINATIONS
CC-3240 LOAD DEFINITIONS
CC- 3300 CONTAINMENT DESIGN ANALYSIS PROCEDURES
CC-3310 GENERAL <\/td>\n<\/tr>\n
78<\/td>\nCC-3320 SHELLS
TABLE CC-3230-1LOAD COMBINATIONS AND LOAD FACTORS <\/td>\n<\/tr>\n
79<\/td>\nCC-3330 BASE MAT, FRAMES, BOX-TYPESTRUCTURES, AND ASSEMBLIES OFSLABS
CC-3340 PENETRATIONS AND OPENINGS
CC- 3400 CONCRETE CONTAINMENT STRUCTURE DESIGN ALLOWABLES
CC-3410 GENERAL
CC-3420 ALLOWABLE STRESS FORFACTORED LOADS <\/td>\n<\/tr>\n
80<\/td>\nTABLE CC-3421-1ALLOWABLE COMPRESSION STRESSES FOR FACTORED LOADS <\/td>\n<\/tr>\n
85<\/td>\nCC-3430 ALLOWABLE STRESSES FORSERVICE LOADS
TABLE CC-3431-1ALLOWABLE COMPRESSION STRESSES FOR SERVICE LOADS <\/td>\n<\/tr>\n
86<\/td>\nCC-3440 CONCRETE TEMPERATURES <\/td>\n<\/tr>\n
87<\/td>\nCC- 3500 CONTAINMENT DESIGN DETAILS
CC-3510 DESIGN FOR FLEXURE AND AXIALLOA
CC-3520 DESIGN OF SHEARREINFORCEMENT <\/td>\n<\/tr>\n
89<\/td>\nCC-3530 REINFORCING STEELREQUIREMENTS <\/td>\n<\/tr>\n
93<\/td>\nCC-3540 PRESTRESSED CONCRETE <\/td>\n<\/tr>\n
94<\/td>\nCC-3550 SEPARATION OF STRUCTURES
CC-3560 FOUNDATION REQUIREMENTS
CC-3570 CONTAINMENT EXTERNALANCHORS
CC- 3600 LINER DESIGN ANALYSIS PROCEDURES
CC-3610 GENERAL <\/td>\n<\/tr>\n
95<\/td>\nCC-3620 LINER
CC-3630 LINER ANCHORS
CC-3640 PENETRATION ASSEMBLIES
CC-3650 BRACKETS AND ATTACHMENTS
CC- 3700 LINER DESIGN
CC-3710 GENERAL
CC-3720 LINER
CC-3730 LINER ANCHORS
CC-3740 PENETRATION ASSEMBLIES
TABLE CC-3720-1LINER PLATE ALLOWABLES <\/td>\n<\/tr>\n
96<\/td>\nCC-3750 BRACKETS AND ATTACHMENTS
CC-3760 FATIGUE
CC- 3800 LINER DESIGN DETAILS
CC-3810 LINER ANCHORS
TABLE CC-3730-1LINER ANCHOR ALLOWABLES <\/td>\n<\/tr>\n
97<\/td>\nCC-3820 PENETRATION LINERS
CC-3830 TRANSITIONS FROM CONCRETETO STEEL
CC-3840 WELDED CONSTRUCTION <\/td>\n<\/tr>\n
98<\/td>\nFIGURES
FIG. CC-3831-1 ILLUSTRATION OF WELDED JOINT LOCATIONS TYPICAL OF ALL CATEGORIES <\/td>\n<\/tr>\n
99<\/td>\nCC- 3900 DESIGN CRITERIA FOR IMPULSE LOADINGS AND MISSILE IMPACT
CC-3910 GENERAL
CC-3920 DESIGN ALLOWABLES
FIG. CC-3840-1 TAPERED TRANSITION SECTIONS <\/td>\n<\/tr>\n
100<\/td>\nCC-3930 DESIGN ASSUMPTIO <\/td>\n<\/tr>\n
101<\/td>\nARTICLE CC- 4000 FABRICATION AND CONSTRUCTION
CC- 4100 GENERAL REQUIREMENTS
CC-4110 INTRODUCTION
CC-4120 CERTIFICATION OF MATERIALAND FABRICATION ORCONSTRUCTION BY COMPONENTFABRICATOR OR CONSTRUCTOR <\/td>\n<\/tr>\n
102<\/td>\nCC- 4200 CONCRETE
CC-4210 GENERAL
CC-4220 STORING, BATCHING, MIXING, ANDPLACING <\/td>\n<\/tr>\n
103<\/td>\nCC-4230 PREPLACED AGGREGATECONCRETE
CC-4240 CURING
CC-4250 FORMWORK AND CONSTRUCTIONJOINTS <\/td>\n<\/tr>\n
104<\/td>\nCC-4260 COLD AND HOT WEATHERCONDITIONS
CC-4270 REPAIRS TO CONCRETE
CC-4280 CEMENT GROUT FOR GROUTEDTENDON SYSTEMS <\/td>\n<\/tr>\n
105<\/td>\nCC- 4300 FABRICATION OF REINFORCING SYSTEMS
CC-4310 GENERAL
CC-4320 BENDING OF REINFORCING BAR
FIGURES
FIG. CC-4323-1 ALLOWABLE BEND CONFIGURATION
TABLES
TABLE CC-4322-1MINIMUM DIAMETER OF BEND <\/td>\n<\/tr>\n
106<\/td>\nCC-4330 SPLICING OF REINFORCING BARS <\/td>\n<\/tr>\n
109<\/td>\nCC-4340 PLACING REINFORCEMENT
CC-4350 SPACING OF REINFORCEMENT
TABLE CC-4333-1TENSILE REQUIREMENTS FOR MECHANICAL REINFORCING BAR SPLICES AND WELDED JOINTS <\/td>\n<\/tr>\n
110<\/td>\nCC-4360 SURFACE CONDITION
CC- 4400 FABRICATION AND INSTALLATION OF PRESTRESSING SYSTEMS
CC-4410 GENERAL
CC-4420 RECEIVING, STORING, ANDHANDLING OF MATERIAL
CC-4430 TENDON FABRICATION
CC-4440 TENDON IDENTIFICATION <\/td>\n<\/tr>\n
111<\/td>\nCC-4450 TENDON INSTALLATION
CC-4460 POST-TENSIONING
CC-4470 PERMANENT CORROSIONPROTECTION <\/td>\n<\/tr>\n
112<\/td>\nCC- 4500 FABRICATION OF LINERS
CC-4510 GENERAL REQUIREMENTS
CC-4520 FORMING, FITTING, AND ALIGNING <\/td>\n<\/tr>\n
114<\/td>\nCC-4530 WELDING QUALIFICATIONS
TABLE CC-4523-1MAXIMUM ALLOWABLE OFFSETIN FINAL WELDED JOINTS <\/td>\n<\/tr>\n
118<\/td>\nFIG. CC-4534-1 TYPICAL TORQUE TESTING DEVICE
TABLE CC-4534-1REQUIRED TORQUE FOR TESTING STUDS <\/td>\n<\/tr>\n
119<\/td>\nCC-4540 RULES GOVERNING MAKING,EXAMINING, AND REPAIRINGWELDS <\/td>\n<\/tr>\n
120<\/td>\nFIG. CC-4542.2-1 TYPICAL CATEGORY D JOINTS FOR NOZZLE DIAMETERS OVER NPS 3 (DN 80) <\/td>\n<\/tr>\n
122<\/td>\nFIG. CC-4542.2-2 TYPICAL CATEGORY D JOINTS FOR NOZZLE DIAMETERS NPS 3 (DN 80) AND LESS <\/td>\n<\/tr>\n
124<\/td>\nFIG. CC-4542.2-3 TYPICAL CATEGORY E JOINTS <\/td>\n<\/tr>\n
125<\/td>\nFIG. CC-4542.2-4 TYPICAL CATEGORY F JOINTS <\/td>\n<\/tr>\n
126<\/td>\nFIG. CC-4542.2-6 TYPICAL CATEGORY H JOINTS <\/td>\n<\/tr>\n
127<\/td>\nFIG. CC-4542.2-7 TYPICAL CATEGORY J JOINTS <\/td>\n<\/tr>\n
128<\/td>\nFIG. CC-4542.9-1 FILLET AND SOCKET WELD DIMENSIONS <\/td>\n<\/tr>\n
131<\/td>\nCC-4550 HEAT TREATMENT
FIG. CC-4543.6-1 WELD JOINT PRODUCINGTHROUGH-THICKNESS LOADING
FIG. CC-4543.6-2 SPECIAL DEPOSITION TECHNIQUEFOR WELD JOINT PRODUCING THROUGH-THICKNESSLOADING <\/td>\n<\/tr>\n
132<\/td>\nTABLE CC-4552-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT (PWHT) OF WELDS <\/td>\n<\/tr>\n
133<\/td>\nTABLE CC-4552-2EXEMPTIONS TO MANDATORY PWHT <\/td>\n<\/tr>\n
134<\/td>\nTABLE CC-4552-3ALTERNATIVE PWHT TEMPERATURES <\/td>\n<\/tr>\n
135<\/td>\nCC-4560 PROTECTION OF ATTACHMENTS
CC- 4600 FABRICATION OF EMBEDMENT ANCHORS
CC-4610 GENERAL REQUIREMENTS
CC-4620 FORMING, FITTING, AND ALIGNING <\/td>\n<\/tr>\n
136<\/td>\nCC-4630 WELDING QUALIFICATIONS
CC-4640 RULES GOVERNING MAKING,EXAMINING, AND REPAIRINGWELDS <\/td>\n<\/tr>\n
137<\/td>\nCC-4650 HEAT TREATM
CC-4660 BOLTED CONSTRUCTION <\/td>\n<\/tr>\n
138<\/td>\nARTICLE CC- 5000 CONSTRUCTION TESTING AND EXAMINATION
CC- 5100 GENERAL REQUIREMENTS FOR EXAMINATION
CC-5110 PROCEDURES, QUALIFICATION,AND EVALUATIONS
CC-5120 QUALIFICATION ANDCERTIFICATION OFNONDESTRUCTIVE EXAMINATIONPERSONNEL <\/td>\n<\/tr>\n
139<\/td>\nCC-5130 QUALIFICATION OF CONCRETEINSPECTION AND TESTINGPERSONNEL <\/td>\n<\/tr>\n
140<\/td>\nCC-5140 RECORDS
CC-5140 RECORDS
CC- 5200 CONCRETE EXAMINATION
CC-5210 GENERAL
CC-5220 CONCRETE CONSTITUENTS <\/td>\n<\/tr>\n
141<\/td>\nTABLE CC-5200-1MINIMUM TESTING FREQUENCIES FOR CONCRETE CONSTITUENTS AND CONCRETE <\/td>\n<\/tr>\n
143<\/td>\nCC-5230 CONCRETE <\/td>\n<\/tr>\n
145<\/td>\nCC-5240 CEMENT GROUT FOR GROUTEDTENDON SYSTEMS
CC- 5300 EXAMINATION OF REINFORCING SYSTEMS
CC-5310 GENERAL
CC-5320 EXAMINATION OF MECHANICALSPLICE <\/td>\n<\/tr>\n
146<\/td>\nCC-5340 EXAMINATION OF BENDS
CC- 5400 EXAMINATION OF PRESTRESSING SYSTEMS
CC-5410 GENERAL
CC-5420 REQUIRED EXAMINATION <\/td>\n<\/tr>\n
147<\/td>\nCC- 5500 EXAMINATION OF WELDS
CC-5510 GENERAL
CC-5520 REQUIRED EXAMINATION OFWELDS <\/td>\n<\/tr>\n
148<\/td>\nCC-5530 EXAMINATION PROCEDURES <\/td>\n<\/tr>\n
149<\/td>\nCC-5540 ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n
151<\/td>\nARTICLE CC- 6000 STRUCTURAL INTEGRITY TEST OF CONCRETE CONTAINMENTS
CC- 6100 GENERAL REQUIREMENTS
CC-6110 INTRODUCTION
CC-6120 TEST AND INSTRUMENT PLAN
CC-6130 TESTING OF DIVISION 1 PARTS,APPURTENANCES, ANDCOMPONENTS
CC-6140 PRETEST CONDITIONS
CC-6150 CLASSIFICATION OF STRUCTURE <\/td>\n<\/tr>\n
152<\/td>\nCC-6160 STRUCTURAL RESPONSEPREDICTIONS
CC- 6200 TEST PROCEDURE
CC-6210 PRETEST EXAMINATION
CC-6220 INSTRUMENTATION
CC-6230 PRETEST OF INSTRUMENTATION <\/td>\n<\/tr>\n
153<\/td>\nCC- 6300 STRUCTURAL TEST REQUIREMENTS
CC-6310 INTRODUCTION
CC-6320 PRESSURIZATION
CC-6330 TEMPERATURE
CC-6340 DATA REQUIRED
CC-6350 SURFACE CRACKING
CC-6360 DISPLACEMENT MEASUREMENTS <\/td>\n<\/tr>\n
155<\/td>\nCC-6370 STRAIN MEASUREMENTS
CC-6380 TEMPERATURE MEASUREMENTS
CC-6390 POST-TEST EXAMINATION
CC- 6400 EVALUATION OF TEST RESULTS
CC-6410 ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
156<\/td>\nCC-6420 SURFACE CRACKS
CC-6430 RETEST
CC-6440 STRAINS
CC- 6500 ANALYSIS OF DATA AND PREPARATION OF REPORT
CC-6510 RESOLUTION OF TEST DATA
CC-6520 PRESENTATION OF DATA
CC-6530 MINIMUM REPO <\/td>\n<\/tr>\n
157<\/td>\nARTICLE CC- 7000 OVERPRESSURE PROTECTION <\/td>\n<\/tr>\n
158<\/td>\nARTICLE CC- 8000 NAMEPLATES, STAMPING, AND REPORTS
CC- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
159<\/td>\nMANDATORY APPENDICES
I TABLES OF PRESTRESSING AND LINER MATERIAL <\/td>\n<\/tr>\n
164<\/td>\nII GLOSSARY OF TERMS AND NOMENCLATURE <\/td>\n<\/tr>\n
168<\/td>\nIII APPROVAL OF NEW MATERIAL <\/td>\n<\/tr>\n
170<\/td>\nIV ROUNDED INDICATIONS <\/td>\n<\/tr>\n
178<\/td>\nV QUALIFICATIONS OF CONCRETE INSPECTION PERSONNEL <\/td>\n<\/tr>\n
183<\/td>\nVI NONDESTRUCTIVE EXAMINATION METHODS <\/td>\n<\/tr>\n
185<\/td>\nVII SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE <\/td>\n<\/tr>\n
187<\/td>\nVIII QUALIFICATIONS FOR ARC WELDINGREINFORCING BARS <\/td>\n<\/tr>\n
197<\/td>\nNONMANDATORY APPENDICES
A TYPICAL CRV LOAD COMBINATIONS(OPTIONAL) <\/td>\n<\/tr>\n
198<\/td>\nB NONMANDATORY PREHEAT PROCEDURES <\/td>\n<\/tr>\n
199<\/td>\nC CERTIFICATION OF LEVELS I AND II CONCRETE INSPECTION PERSONNEL <\/td>\n<\/tr>\n
206<\/td>\nD LINER DIMENSIONAL TOLERANCES <\/td>\n<\/tr>\n
210<\/td>\nE CERTIFIED MATERIAL TEST REPORTS FOR LINER MATERIALS <\/td>\n<\/tr>\n
212<\/td>\nF REINFORCEMENT FABRICATION AND PLACING TOLERANCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 2 -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments<\/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>\n220<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363206,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363199","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\/363199","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\/363206"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363199"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363199"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363199"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}