ASME BPVC III 2 2015
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ASME BPVC – III – 2 -2015 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments
Published By | Publication Date | Number of Pages |
ASME | 2015 |
None
PDF Catalog
PDF Pages | PDF Title |
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50 | CC-2222.1-1 Required Limits of Alkali-Silica Reactive Materials in Concrete Aggregates |
51 | CC-2231.3-1 Required Minimum Levels of Cementitious Materials |
52 | CC-2231-1 Concrete Properties CC-2231.7.1-1 Exposure Categories and Classes |
53 | CC-2231.7.2-1 Requirements for Concrete by Exposure Class |
54 | 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 |
55 | 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 CC-2233.2.2-1 Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation |
58 | CC-2243.3.2-1 Schupack Pressure Bleed Test Limits |
59 | CC-2310-1 Maximum Dimensions of Obstruction or Interruptions of Bar Deformations and Nonplanar Features of the Bearing Face |
63 | CC-2438.4.2-1 Analysis Limits of Permanent Coating Material for CRV Prestressing |
66 | CC-2462-1 Manufacturer’s Record of Tendon Performance Qualification Tests |
67 | CC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests |
69 | CC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h) |
70 | CC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature |
71 | CC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature |
72 | CC-2524.2-1 Required Cv Lateral Expansion Values for Liner Material Other Than Bolting CC-2524.2-2 Required Cv Energy Values for Liner Material Other Than Bolting |
73 | 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 CC-2524.4-1 Required Cv Energy Values for Liner Material for the Overpressure Test |
83 | CC-2613.1-1 Sampling of Welding Materials for Chemical Analysis CC-2613.2-1 Welding Material Chemical Analysis |
85 | CC-2613.3.1-1 Delta Ferrite Content |
86 | CC-2620-1 Dimensions and Tolerances of Standard Studs |
87 | CC-2620-2 Typical Tensile Test Fixture CC-2620-3 Bend Testing Device |
88 | CC-2620-4 Typical Device for Bend Testing of Small Studs |
89 | CC-2623.2-1 Strength Requirements for Studs |
93 | CC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses |
95 | CC-3230-1 Load Combinations and Load Factors |
96 | CC-3421-1 Allowable Compression Stresses for Factored Loads |
103 | CC-3431-1 Allowable Compression Stresses for Service Loads |
114 | CC-3720-1 Liner Plate Allowables |
115 | CC-3730-1 Liner Anchor Allowables |
116 | CC-3831-1 Illustration of Welded Joint Locations Typical of All Categories |
118 | CC-3840-1 Tapered Transition Sections |
123 | CC-4323-1 Allowable Bend Configuration CC-4322-1 Minimum Diameter of Bend |
127 | CC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices, Mechanically Headed Deformed Bars, and Welded Joints |
130 | CC-4462-1 Time Limits for Grouting: Permissible Intervals Between Prestressing Steel Installation and Grouting Without Use of Corrosion Protection |
134 | CC-4523-1 Maximum Allowable Offset in Final Welded Joints |
138 | CC-4534-1 Typical Torque Testing Device CC-4534-1 Required Torque for Testing Studs |
140 | CC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80) |
142 | CC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less |
144 | CC-4542.2-3 Typical Category E Joints |
145 | CC-4542.2-4 Typical Category F Joints CC-4542.2-5 Typical Category G Joints |
146 | CC-4542.2-6 Typical Category H Joints |
147 | CC-4542.2-7 Typical Category J Joints CC-4542.8.1-1 Maximum Thicknesses Permitted |
148 | CC-4542.9-1 Fillet and Socket Weld Dimensions |
150 | 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) |
152 | CC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds CC-4552-2 Exemptions to Mandatory PWHT |
153 | CC-4552-3 Alternative PWHT Temperatures |
160 | CC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete |
178 | Table D2-I-1.2 Material for Containment Prestressing Systems Table D2-I-2.2 Material for Containment Liners D2-I-1.2 Material for Containment Prestressing Systems D2-I-2.2 Material for Containment Liners |
182 | Table D2-I-2.3 Material for Embedment Anchors D2-I-2.3 Material for Embedment Anchors |
195 | Table D2-V-4100-1 Minimum Levels of Capability for Functions D2-V-4100-1 Minimum Levels of Capability for Functions |
202 | Table D2-VIII-1410-1Filler Metal Requirements D2-VIII-1410-1 Filler Metal Requirements |
203 | Figure D2-VIII-1420-1 Typical Direct Butt Splices D2-VIII-1420-1 Typical Direct Butt Splices |
205 | Table D2-VIII-1430-1 Minimum Preheat and Interpass Requirements D2-VIII-1430-1 Minimum Preheat and Interpass Requirements |
207 | Table D2-VIII-1620-1 Radiograph Acceptance Criteria D2-VIII-1620-1 Radiograph Acceptance Criteria |
220 | Figure D2-D-1230-1 Measurements of Local Dimensions per D2-F-1230 D2-D-1230-1 Measurements of Local Dimensions per D2-F-1230 |
221 | Figure D2-D-1320-1Measurement Points per D2-F-1320 D2-D-1320-1 Measurement Points per D2-F-1320 |
222 | Figure D2-D-1330-1Measurement Points per D2-F-1330 D2-D-1330-1 Measurement Points per D2-F-1330 |
226 | Figure D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm) D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm) |
229 | Figure D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm) D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm) |
231 | Figure D2-F-1320-1 Location of Reinforcement D2-F-1320-1 Location of Reinforcement |