{"id":191335,"date":"2024-10-19T12:05:40","date_gmt":"2024-10-19T12:05:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-2-2019\/"},"modified":"2024-10-25T04:33:35","modified_gmt":"2024-10-25T04:33:35","slug":"asme-bpvc-iii-2-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-2-2019\/","title":{"rendered":"ASME BPVC III 2 2019"},"content":{"rendered":"

This Division contains requirements for the material, design, construction, fabrication, testing, examination, and overpressure protection of concrete containment structures, pre-stressed or reinforced. These requirements are applicable only to those components that are designed to provide a pressure retaining or containing barrier. They are not applicable to other support structures, except as they directly affect the components of the systems. This Section contains appendices, both mandatory and nonmandatory, for Division 2 construction. Careful application of this Section will help users to comply with applicable regulations within their jurisdictions, while achieving the operational, cost and safety benefits to be gained from the many industry best-practices detailed within these volumes.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
57<\/td>\nCC-2222.1-1 Required Limits of Alkali-Silica Reactive Materials in Concrete Aggregates <\/td>\n<\/tr>\n
58<\/td>\nCC-2231.3-1 Required Minimum Levels of Cementitious Materials <\/td>\n<\/tr>\n
59<\/td>\nCC-2231-1 Concrete Properties
CC-2231.7.1-1 Exposure Categories and Classes <\/td>\n<\/tr>\n
60<\/td>\nCC-2231.7.2-1 Requirements for Concrete by Exposure Class <\/td>\n<\/tr>\n
61<\/td>\nCC-2231.7.3-1 Limits on Cementitious Materials for Concrete Assigned to Exposure Class F3
CC-2231.7.4-1 Requirements for Establishing Suitability of Cementitious Materials Combinations Exposed to Water-Soluble Sulfate
CC-2231.7.5-1 Total Air Content for Concrete Exposed to Cycles of Freezing and Thawing <\/td>\n<\/tr>\n
62<\/td>\nCC-2233.1.2-1 Modification Factor for Standard Deviation When Less Than 30 Tests Are Available
CC-2233.2.1-1 Required Average Compressive Strength When Data Are Available to Establish a Sample Standard Deviation
CC-2233.2.2-1 Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation <\/td>\n<\/tr>\n
65<\/td>\nCC-2243.3.2-1 Schupack Pressure Bleed Test Limits <\/td>\n<\/tr>\n
66<\/td>\nCC-2310-1 Maximum Dimensions of Obstruction or Interruptions of Bar Deformations and Nonplanar Features of the Bearing Face <\/td>\n<\/tr>\n
70<\/td>\nCC-2438.4.2-1 Analysis Limits of Permanent Coating Material for CRV Prestressing <\/td>\n<\/tr>\n
73<\/td>\nCC-2462-1 Manufacturer\u2019s Record of Tendon Performance Qualification Tests <\/td>\n<\/tr>\n
74<\/td>\nCC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests <\/td>\n<\/tr>\n
75<\/td>\nCC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h) <\/td>\n<\/tr>\n
76<\/td>\nCC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature <\/td>\n<\/tr>\n
77<\/td>\nCC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature <\/td>\n<\/tr>\n
78<\/td>\nCC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting <\/td>\n<\/tr>\n
79<\/td>\nCC-2524.2-2 Required Cv Energy Values for Liner Material Other Than Bolting
CC-2524.3(a)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(a)
CC-2524.3(b)-1 Required Cv Values for Bolting Material Tested in Accordance With CC-2524.3(b) and CC-2524.4 <\/td>\n<\/tr>\n
80<\/td>\nCC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test <\/td>\n<\/tr>\n
89<\/td>\nCC-2613.1-1 Sampling of Welding Materials for Chemical Analysis <\/td>\n<\/tr>\n
90<\/td>\nCC-2613.2-1 Welding Material Chemical Analysis <\/td>\n<\/tr>\n
91<\/td>\nCC-2613.3.1-1 Delta Ferrite Content <\/td>\n<\/tr>\n
92<\/td>\nCC-2620-1 Dimensions and Tolerances of Standard Studs <\/td>\n<\/tr>\n
93<\/td>\nCC-2620-2 Typical Tensile Test Fixture
CC-2620-3 Bend Testing Device <\/td>\n<\/tr>\n
94<\/td>\nCC-2620-4 Typical Device for Bend Testing of Small Studs <\/td>\n<\/tr>\n
95<\/td>\nCC-2623.2-1 Strength Requirements for Studs <\/td>\n<\/tr>\n
99<\/td>\nCC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses <\/td>\n<\/tr>\n
101<\/td>\nCC-3230-1 Load Combinations and Load Factors <\/td>\n<\/tr>\n
102<\/td>\nCC-3421-1 Allowable Compression Stresses for Factored Loads <\/td>\n<\/tr>\n
109<\/td>\nCC-3431-1 Allowable Compression Stresses for Service Loads <\/td>\n<\/tr>\n
120<\/td>\nCC-3720-1 Liner Plate Allowables <\/td>\n<\/tr>\n
121<\/td>\nCC-3730-1 Liner Anchor Allowables <\/td>\n<\/tr>\n
123<\/td>\nCC-3831-1 Illustration of Welded Joint Locations Typical of All Categories <\/td>\n<\/tr>\n
124<\/td>\nCC-3840-1 Tapered Transition Sections <\/td>\n<\/tr>\n
130<\/td>\nCC-4323-1 Allowable Bend Configuration
CC-4322-1 Minimum Diameter of Bend <\/td>\n<\/tr>\n
132<\/td>\nCC-4333.2.3-1 Total Slip Acceptance Criteria for Mechanical Reinforcing Bar Splices <\/td>\n<\/tr>\n
134<\/td>\nCC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices, Mechanically Headed Deformed Bars, and Welded Joints <\/td>\n<\/tr>\n
138<\/td>\nCC-4462-1 Permissible Intervals Between Prestressing Steel Installation and Grouting Without Use of Corrosion Protection <\/td>\n<\/tr>\n
141<\/td>\nCC-4523-1 Maximum Allowable Offset in Final Welded Joints <\/td>\n<\/tr>\n
146<\/td>\nCC-4534-1 Typical Torque Testing Device
CC-4534-1 Required Torque for Testing Studs <\/td>\n<\/tr>\n
147<\/td>\nCC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80) <\/td>\n<\/tr>\n
149<\/td>\nCC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less <\/td>\n<\/tr>\n
151<\/td>\nCC-4542.2-3 Typical Category E Joints <\/td>\n<\/tr>\n
152<\/td>\nCC-4542.2-4 Typical Category F Joints
CC-4542.2-5 Typical Category G Joints <\/td>\n<\/tr>\n
153<\/td>\nCC-4542.2-6 Typical Category H Joints <\/td>\n<\/tr>\n
154<\/td>\nCC-4542.2-7 Typical Category J Joints
CC-4542.8.1-1 Maximum Thicknesses Permitted <\/td>\n<\/tr>\n
155<\/td>\nCC-4542.9-1 Fillet and Socket Weld Dimensions <\/td>\n<\/tr>\n
157<\/td>\nCC-4543.6-1 Weld Joint Producing Through\u2010Thickness Loading <\/td>\n<\/tr>\n
158<\/td>\nCC-4543.6-2 Special Deposition Technique for Weld Joint Producing Through\u2010Thickness Loading (Typical) <\/td>\n<\/tr>\n
159<\/td>\nCC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds <\/td>\n<\/tr>\n
160<\/td>\nCC-4552-2 Exemptions to Mandatory PWHT
CC-4552-3 Alternative PWHT Temperatures <\/td>\n<\/tr>\n
168<\/td>\nCC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete <\/td>\n<\/tr>\n
186<\/td>\nD2-I-1.2 Material for Containment Prestressing Systems
D2-I-2.2 Material for Containment Liners <\/td>\n<\/tr>\n
190<\/td>\nD2-I-2.3 Material for Embedment Anchors <\/td>\n<\/tr>\n
203<\/td>\nD2-V-4100-1 Minimum Levels of Capability for Functions <\/td>\n<\/tr>\n
210<\/td>\nD2-VIII-1410-1 Filler Metal Requirements <\/td>\n<\/tr>\n
211<\/td>\nD2-VIII-1420-1 Typical Direct Butt Splices <\/td>\n<\/tr>\n
213<\/td>\nD2-VIII-1430-1 Minimum Preheat and Interpass Requirements <\/td>\n<\/tr>\n
215<\/td>\nD2-VIII-1620-1 Radiograph Acceptance Criteria <\/td>\n<\/tr>\n
228<\/td>\nD2-D-1230-1 Measurements of Local Dimensions per D2-F-1230 <\/td>\n<\/tr>\n
229<\/td>\nD2-D-1320-1 Measurement Points per D2-F-1320 <\/td>\n<\/tr>\n
230<\/td>\nD2-D-1330-1 Measurement Points per D2-F-1330 <\/td>\n<\/tr>\n
234<\/td>\nD2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm) <\/td>\n<\/tr>\n
237<\/td>\nD2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm) <\/td>\n<\/tr>\n
239<\/td>\nD2-F-1320-1 Location of Reinforcement <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 2 -2019 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>\n2019<\/td>\n243<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":191337,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-191335","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\/191335","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\/191337"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=191335"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=191335"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=191335"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}