ASME BPVC III 2 2013
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ASME BPVC – III – 2 -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments
Published By | Publication Date | Number of Pages |
ASME | 2013 |
None
PDF Catalog
PDF Pages | PDF Title |
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50 | CC-2231-1 Concrete Properties |
51 | CC-2231.7.1-1 Exposure Categories and Classes |
52 | CC-2231.7.2-1 Requirements for Concrete by Exposure Class |
53 | 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 CC-2233.1.2-1 Modification Factor for Standard Deviation When Less Than 30 Tests Are Available |
54 | 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 |
60 | CC-2442-1 Analysis Limits of Permanent Coating Material for CRV Prestressing |
61 | CC-2462-1 Manufacturer’s Record of Tendon Performance Qualification Tests |
62 | CC-2465-1 Record of Mechanical Test Results Obtained From Tendon Performance Qualification Tests |
64 | CC-2521.1-1 Exemptions From Impact Testing Under CC-2521.1(h) |
65 | CC-2521.1-1 Determination of Permissible Lowest Service Metal Temperature |
66 | CC-2521.1-1M Determination of Permissible Lowest Service Metal Temperature |
67 | 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 |
68 | 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 |
78 | CC-2613.1-1 Sampling of Welding Materials for Chemical Analysis CC-2613.2-1 Welding Material Chemical Analysis |
80 | CC-2613.3.1-1 Delta Ferrite Content |
81 | CC-2620-1 Dimensions and Tolerances of Standard Studs |
82 | CC-2620-2 Typical Tensile Test Fixture CC-2620-3 Bend Testing Device |
83 | CC-2620-4 Typical Device for Bend Testing of Small Studs |
84 | CC-2623.2-1 Strength Requirements for Studs |
88 | CC-3136.6-1 Classification of Forces in Concrete Containments for Steel Reinforcing and Concrete Allowable Stresses |
90 | CC-3230-1 Load Combinations and Load Factors |
91 | CC-3421-1 Allowable Compression Stresses for Factored Loads |
98 | CC-3431-1 Allowable Compression Stresses for Service Loads |
108 | CC-3720-1 Liner Plate Allowables |
109 | CC-3730-1 Liner Anchor Allowables |
111 | CC-3831-1 Illustration of Welded Joint Locations Typical of All Categories |
113 | CC-3840-1 Tapered Transition Sections |
118 | CC-4323-1 Allowable Bend Configuration CC-4322-1 Minimum Diameter of Bend |
121 | CC-4333-1 Tensile Requirements for Mechanical Reinforcing Bar Splices and Welded Joints |
126 | CC-4523-1 Maximum Allowable Offset in Final Welded Joints |
131 | CC-4534-1 Typical Torque Testing Device CC-4534-1 Required Torque for Testing Studs |
132 | CC-4542.2-1 Typical Category D Joints for Nozzle Diameters Over NPS 3 (DN 80) |
134 | CC-4542.2-2 Typical Category D Joints for Nozzle Diameters NPS 3 (DN 80) and Less |
136 | CC-4542.2-3 Typical Category E Joints |
137 | CC-4542.2-4 Typical Category F Joints CC-4542.2-5 Typical Category G Joints |
138 | CC-4542.2-6 Typical Category H Joints |
139 | CC-4542.2-7 Typical Category J Joints CC-4542.8.1-1 Maximum Thicknesses Permitted |
140 | CC-4542.9-1 Fillet and Socket Weld Dimensions |
142 | CC-4543.6-1 Weld Joint Producing Through‐Thickness Loading |
143 | CC-4543.6-2 Special Deposition Technique for Weld Joint Producing Through‐Thickness Loading (Typical) |
144 | CC-4552-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds CC-4552-2 Exemptions to Mandatory PWHT |
145 | CC-4552-3 Alternative PWHT Temperatures |
152 | CC-5200-1 Minimum Testing Frequencies for Concrete Constituents and Concrete |
170 | D2-I-1.2 Material for Containment Prestressing Systems D2-I-2.2 Material for Containment Liners |
174 | D2-I-2.3 Material for Embedment Anchors |
187 | D2-V-4100-1 Minimum Levels of Capability for Functions |
195 | D2-VIII-1410-1 Filler Metal Requirements |
196 | D2-VIII-1420-1 Typical Direct Butt Splices |
197 | D2-VIII-1430-1 Minimum Preheat and Interpass Requirements |
199 | D2-VIII-1620-1 Radiograph Acceptance Criteria |
213 | D2-D-1230-1 Measurements of Local Dimensions Per D2-F-1230 |
214 | D2-D-1320-1 Measurement Points Per D2-F-1320 |
215 | D2-D-1330-1 Measurement Points Per D2-F-1330 |
219 | D2-F-1220-1 Standard Fabricating Tolerances for Bar Sizes #3 (10 mm) Through #11 (35 mm) |
222 | D2-F-1230-1 Standard Fabricating Tolerances for Bar Sizes #14 (43 mm) and #18 (57 mm) |
224 | D2-F-1320-1 Location of Reinforcement |