ASME BPVC III 2 2017
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ASME BPVC – III – 2 -2017 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments
Published By | Publication Date | Number of Pages |
ASME | 2017 |
None
PDF Catalog
PDF Pages | PDF Title |
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55 | CC-2222.1-1 Required Limits of Alkali-Silica Reactive Materials in Concrete Aggregates |
56 | CC-2231.3-1 Required Minimum Levels of Cementitious Materials |
57 | CC-2231-1 Concrete Properties CC-2231.7.1-1 Exposure Categories and Classes |
58 | CC-2231.7.2-1 Requirements for Concrete by Exposure Class |
59 | CC-2231.7.3-1 Requirements for Concrete Subject 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 Concrete Air Content for Various Sizes of Coarse Aggregates |
60 | CC-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 |
61 | CC-2233.2.2-1 Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation |
63 | CC-2243.3.2-1 Schupack Pressure Bleed Test Limits |
64 | CC-2310-1 Maximum Dimensions of Obstruction or Interruptions of Bar Deformations and Nonplanar Features of the Bearing Face |
68 | CC-2438.4.2-1 Analysis Limits of Permanent Coating Material for CRV Prestressing |
71 | CC-2462-1 Manufacturer’s Record of Tendon Performance Qualification Tests |
72 | CC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests |
73 | CC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h) |
74 | CC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature |
75 | CC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature |
76 | CC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting |
77 | CC-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 |
78 | CC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test |
87 | CC-2613.1-1 Sampling of Welding Materials for Chemical Analysis |
88 | CC-2613.2-1 Welding Material Chemical Analysis |
89 | CC-2613.3.1-1 Delta Ferrite Content |
90 | CC-2620-1 Dimensions and Tolerances of Standard Studs |
91 | CC-2620-2 Typical Tensile Test Fixture CC-2620-3 Bend Testing Device |
92 | CC-2620-4 Typical Device for Bend Testing of Small Studs |
93 | CC-2623.2-1 Strength Requirements for Studs |
97 | CC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses |
99 | CC-3230-1 Load Combinations and Load Factors |
100 | CC-3421-1 Allowable Compression Stresses for Factored Loads |
107 | CC-3431-1 Allowable Compression Stresses for Service Loads |
118 | CC-3720-1 Liner Plate Allowables |
119 | CC-3730-1 Liner Anchor Allowables |
120 | CC-3831-1 Illustration of Welded Joint Locations Typical of All Categories |
122 | CC-3840-1 Tapered Transition Sections |
127 | CC-4323-1 Allowable Bend Configuration CC-4322-1 Minimum Diameter of Bend |
131 | CC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices, Mechanically Headed Deformed Bars, and Welded Joints |
135 | CC-4462-1 Time Limits for Grouting: Permissible Intervals Between Prestressing Steel Installation and Grouting Without Use of Corrosion Protection |
138 | CC-4523-1 Maximum Allowable Offset in Final Welded Joints |
142 | CC-4534-1 Required Torque for Testing Studs |
143 | CC-4534-1 Typical Torque Testing Device |
144 | CC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80) |
146 | CC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less |
148 | CC-4542.2-3 Typical Category E Joints |
149 | CC-4542.2-4 Typical Category F Joints CC-4542.2-5 Typical Category G Joints |
150 | CC-4542.2-6 Typical Category H Joints |
151 | CC-4542.2-7 Typical Category J Joints CC-4542.8.1-1 Maximum Thicknesses Permitted |
152 | CC-4542.9-1 Fillet and Socket Weld Dimensions |
155 | CC-4543.6-1 Weld Joint Producing Through‐Thickness Loading CC-4543.6-2 Special Deposition Technique for Weld Joint Producing Through‐Thickness Loading (Typical) |
157 | CC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds CC-4552-2 Exemptions to Mandatory PWHT |
158 | CC-4552-3 Alternative PWHT Temperatures |
165 | CC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete |
183 | D2-I-1.2 Material for Containment Prestressing Systems D2-I-2.2 Material for Containment Liners |
187 | D2-I-2.3 Material for Embedment Anchors |
200 | D2-V-4100-1 Minimum Levels of Capability for Functions |
207 | D2-VIII-1410-1 Filler Metal Requirements |
208 | D2-VIII-1420-1 Typical Direct Butt Splices |
210 | D2-VIII-1430-1 Minimum Preheat and Interpass Requirements |
212 | D2-VIII-1620-1 Radiograph Acceptance Criteria |
225 | D2-D-1230-1 Measurements of Local Dimensions per D2-F-1230 |
226 | D2-D-1320-1 Measurement Points per D2-F-1320 |
227 | D2-D-1330-1 Measurement Points per D2-F-1330 |
231 | D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm) |
234 | D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm) |
236 | D2-F-1320-1 Location of Reinforcement |