ASME BPVC III 1 ND 2013
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ASME BPVC – III – 1 – ND -2013 BPVC Section III, Rules for Constructions of Nuclear Facility Components, Division 1, Subsection ND, Class 3 Components
| Published By | Publication Date | Number of Pages |
| ASME | 2013 |
None
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 42 | Submittal of Technical Inquiries to the Boiler and Pressure Vessel Standards Committees |
| 45 | ND-1132.2-1 Attachments in the Component Support Load Path that Do Not Perform a Pressure Retaining Function |
| 46 | ND-1132.2-2 Attachments that Do Not Perform a Pressure Retaining Function and Are Not in the Component Support Load Path |
| 47 | ND-1132.2-3 Attachments That Perform a Pressure Retaining Function |
| 55 | ND-2311-1 Exemptions From Impact Testing Under ND-2311(a)(8) |
| 56 | ND-2331(a)-1 Required Cv Lateral Expansion Values for Pressure Retaining Material (Except Bolting) |
| 57 | ND-2331(a)-2 Required Cv Energy Values for Pressure Retaining Material (Except Bolting) ND-2333-1 Required Cv Values for Bolting Material |
| 60 | ND-2432.1-1 Sampling of Welding Materials for Chemical Analysis ND-2432.2-1 Welding Material Chemical Analysis |
| 62 | ND-2433.1-1 Delta Ferrite Content |
| 66 | ND-2571-1 Required Examinations |
| 69 | ND-2575.2-1 Typical Pressure Retaining Parts of Pumps and Valves |
| 79 | ND-3133.4-1 Length L of Some Typical Conical Sections |
| 81 | ND-3133.7-1 Chart for Determining Wall Thickness of Tubes Under External Pressure |
| 82 | ND-3321-1 Stress Limits for Design and Service Loadings |
| 83 | ND-3321-2 Classification of Stress in Vessels for Some Typical Cases |
| 85 | ND-3324.2-1 Principal Dimensions of Typical Heads ND-3324.2-1 Values of Factor K |
| 88 | ND-3324.8(b)-1 Values of Factor M |
| 89 | ND-3324.11(a)(6)-1 Large Head Openings, Reverse Curve, and Conical Shell Reducer Sections ND-3324.11(b)(2)-1 Values of Δ for Junctions at the Large Cylinder for α ≤ 30 deg |
| 90 | ND-3324.11(b)(3)-1 Values of Δ for Junctions at the Small Cylinder for α ≤ 30 deg |
| 92 | ND-3325-1 Some Acceptable Types of Unstayed Flat Heads and Covers |
| 95 | ND-3326.1-1 Spherically Dished Covers With Bolting Flanges |
| 97 | ND-3329.1(e)-1 Acceptable Proportions for Ends or Through Stays |
| 98 | ND-3329.6(b)-1 Example of Tube Spacing With Pitch of Holes Equal in Every Row |
| 99 | ND-3329.6(b)-2 Example of Tube Spacing With Pitch of Holes Unequal in Every Second Row ND-3329.6(b)-3 Example of Tube Spacing With Pitch of Holes Varying in Every Second and Third Row ND-3329.6(d)-1 Example of Tube Spacing With Tube Holes on Diagonal Lines |
| 100 | ND-3329.6(d)-2 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells |
| 101 | ND-3329.6(g)-1 Diagram for Determining Equivalent Longitudinal Efficiency of Diagonal Ligaments |
| 103 | ND-3332.2-1 Chart for Determining Value of F ND-3332.2-1 Values of Spherical Radius Factor K1 |
| 105 | ND-3335.1(b)-1 Some Representative Configurations Describing the te Reinforcement Dimension |
| 106 | ND-3335.2-1 Arrangement of Multiple Openings ND-3335.3(b)-1 Minimum Depth for Flange of Flued Openings |
| 108 | ND-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D ND-3352-1 Typical Butt Joints |
| 112 | ND-3358.1(a)-1 Heads Attached to Shells |
| 115 | ND-3361.1-1 Butt Welding of Plates of Unequal Thicknesses ND-3361.3(a)-1 Minimum Number of Pipe Threads for Connections |
| 118 | ND-3423-1 Typical Single Volute Casing ND-3416-1 Stress and Pressure Limits for Design and Service Loadings |
| 119 | ND-3423-2 Typical Double Volute Casing |
| 120 | ND-3433.4-1 Minimum Tangential Inlet and Outlet Wall Thicknesses ND-3436(c)-1 External and Internal Attachments |
| 121 | ND-3441.1-1 Type A Pump ND-3441.1-2 Type A Pump |
| 122 | ND-3441.1(a)-1 Type A Pump ND-3441.2-1 Type B Pump ND-3441.3-1 Type C Pump |
| 123 | ND-3441.3-2 Type C Pump |
| 124 | ND-3441.4(a)-1 Type D Pump ND-3441.5-1 Type E Pump ND-3441.6(a)-1 Type F Pump |
| 125 | ND-3441.7(a)-1 Axially Split Casing, Volute Pump, Type G ND-3441.7(a)-2 Axially Split Casing, Volute Pump, Type G |
| 126 | ND-3441.7(c)-1 Axially Split Casing, Volute Pump, Type G ND-3441.7(c)(2)-1 Typical Section of Type G Pump ND-3441.7(c)(2)-2 Typical Section of Type G Pump |
| 127 | ND-3441.7(c)(2)-3 Typical Loads on Type G Pump |
| 128 | ND-3441.8-1 Longitudinal Section Through Type H Pump ND-3441.8-2 Transverse Section Through Type H Pump |
| 129 | ND-3441.9-1 Type K Pump |
| 130 | ND-3441.9-2 Type K Pump |
| 134 | ND-3441.10-1 Type L Pump |
| 136 | ND-3441.10-2 Type L Pump Bowl |
| 138 | ND-3451(a)-1 Horizontal Single‐Acting Power Pump Liquid Ends |
| 141 | ND-3521-1 Typical Sections of Valve Bodies |
| 142 | ND-3521-1 Level A, Level B, Level C, and Level D Service Limits |
| 144 | ND-3591.1-1 Typical Pressure Relief Devices |
| 145 | ND-3591.1-2 Typical Pressure Relief Devices |
| 146 | ND-3592.2(b)-1 Class 3 Pressure Relief Devices: Level B, C, and D Service Loadings |
| 147 | ND-3595.3-1 Valve Nozzle |
| 148 | ND-3611.2(e)-1 Stress Range Reduction Factors |
| 150 | ND-3613.4-1 Weld Joint Efficiency Factor |
| 151 | ND-3622-1 Examples of Reversing and Nonreversing Dynamic Loads |
| 152 | ND-3641.1(a)-1 Values of A |
| 153 | ND-3642.1(c)-1 Minimum Thickness for Bending |
| 155 | ND-3643.2(b)-1 Typical Welded Branch Connections |
| 156 | ND-3643.2(b)-2 Typical Right Angle Branch Connections Made Using a Fillet Weld or a Partial Penetration Weld |
| 157 | ND-3643.3(c)(1)-1 Reinforcement of Branch Connections |
| 158 | ND-3643.3(c)(1)-2 Some Representative Configurations Describing the te Reinforcement Dimension |
| 160 | ND-3643.4(a)-1 Reinforced Extruded Outlets |
| 163 | ND-3647.2-1 Types of Permanent Blanks |
| 168 | ND-3653.3-1 Reducing or Full Outlet Branch Connections, or Tees |
| 175 | ND-3673.2(b)-1 Stress Indices, Flexibility, and Stress Intensification Factors |
| 180 | ND-3673.2(b)-2 Branch Connection Nomenclature |
| 183 | ND-3821.5-1 Design and Service Limits |
| 186 | ND-3852.7-1 Allowable Tensile Stresses for Roof Supports |
| 187 | ND-3852.7-2 Allowable Axial Compression Stresses for Roof Supports |
| 189 | ND-3852.7-3 Allowable Bending Stresses for Roof Supports |
| 191 | ND-3852.7-4 Allowable Shear Stresses for Roof Supports |
| 192 | ND-3852.7-5 Allowable Shear and Tension Stresses for Bolts for Roof Supports ND-3852.7-6 Allowable Bearing Stresses for Bolts for Roof Supports |
| 194 | ND-3861-1 Roof Manholes |
| 195 | ND-3862(a)-1 Flanged Roof Nozzles ND-3861-1 Roof Manholes |
| 196 | ND-3862(a)-2 Screwed or Socket Weld Roof Nozzles ND-3862(a)-1 Flanged Roof Nozzles |
| 197 | ND-3863-1 Welded Bottom Outlet Elbow ND-3862(a)-2 Screwed or Socket Weld Roof Nozzles |
| 198 | ND-3863-1 Welded Bottom Outlet Elbow ND-3865-1 Platforms and Walkways ND-3865-2 Stairways |
| 199 | ND-3865-3 Stairway Rise, Run, and Angle Relationships |
| 200 | ND-3921.8-1 Design and Service Limits for Steel Tanks |
| 202 | ND-3922.1-1 Biaxial Stress Chart for Combined Tension and Compression, 30,000 psi to 38,000 psi (205 MPa to 260 MPa) Yield Strength Steels |
| 203 | ND-3922.1-2 Reduction of Design Stresses Required to Allow for Biaxial Stresses of Opposite Sign |
| 205 | ND-3923.1-1 Maximum Allowable Stress Values for Structural Members |
| 208 | ND-3932.1-1 Some Typical Free Body Diagrams for Certain Shapes of Tanks |
| 209 | ND-3932.2(d)-1 Factors for Determining Values of R1 and R2 for 2:1 Ellipsoidal Roofs and Bottoms |
| 212 | ND-3933.4(a)-1 Compression Ring Region |
| 214 | ND-3933.5(d)-1 Permissible Details of Compression Ring Construction |
| 215 | ND-3933.5(h)-1 Some Values for k Based on n, θ |
| 219 | ND-3944-1 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 25 ksi at Temperatures ≤ 300°F |
| 220 | ND-3944-1M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 175 MPa at Temperatures ≤ 150°C |
| 221 | ND-3944-2 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 30 ksi at Temperatures ≤ 300°F |
| 222 | ND-3944-2M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 210 MPa at Temperatures ≤ 150°C |
| 223 | ND-3944-3 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 35 ksi at Temperatures ≤ 300°F |
| 224 | ND-3944-3M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 245 MPa at Temperatures ≤ 150°C |
| 225 | ND-3944-4 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 40 ksi at Temperatures ≤ 300°F |
| 226 | ND-3944-4M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 280 MPa at Temperatures ≤ 150°C |
| 227 | ND-3944-5 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 45 ksi at Temperatures ≤ 300°F |
| 228 | ND-3944-5M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 315 MPa at Temperatures ≤ 150°C |
| 229 | ND-3944-6 Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 50 ksi at Temperatures ≤ 300°F |
| 230 | ND-3944-6M Design Factor Times Allowable Axial Membrane Compressive Stress Versus Radius Over Thickness for Ferrous Materials With Yield Strengths of 350 MPa at Temperatures ≤ 150°C |
| 233 | ND-4221.1-1 Maximum Difference in Cross‐Sectional Diameters |
| 234 | ND-4221.2(a)-1 Maximum Permissible Deviation e From a True Circular Form |
| 235 | ND-4221.2(a)-2 Maximum Arc Length for Determining Plus or Minus Deviation |
| 236 | ND-4232(a)-1 Maximum Allowable Offset in Final Welded Joints |
| 237 | ND-4233-1 Butt Weld Alignment and Mismatch Tolerances for Unequal I.D. and O.D. When Components Are Welded From One Side and Fairing Is Not Performed |
| 239 | ND-4243-1 Attachment of Pressure Parts to Plates to Form a Corner Joint |
| 241 | ND-4243.1-1 Typical Flat Heads, and Supported and Unsupported Tubesheets With Hubs |
| 242 | ND-4244(a)-1 Nozzles, and Branch and Piping Connections Joined by Full Penetration Butt Welds |
| 243 | ND-4244(b)-1 Nozzles, and Branch and Piping Connections Joined by Full Penetration Corner Welds |
| 244 | ND-4244(c)-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles, and Branch and Piping Connections |
| 245 | ND-4244(d)-1 Some Acceptable Types of Welded Nozzles, and Branch and Piping Connections |
| 246 | ND-4244(e)-1 Some Acceptable Types of Welded Nozzles |
| 247 | ND-4244(e)-2 Some Acceptable Types of Small Fittings |
| 248 | ND-4244(f)-1 Tube Connections |
| 249 | ND-4244(g)-1 Some Acceptable Types of Welded Nozzles, and Branch and Piping Connections |
| 250 | ND-4245-1 Attachment Welds |
| 252 | ND-4246.1(a)-1 Typical Bottom and Bottom‐to‐Shell Joints |
| 253 | ND-4246.3-1 Typical Roof and Roof‐to‐Shell Joints |
| 254 | ND-4246.5-1 Roof Manholes |
| 255 | ND-4246.5-2 Flanged Roof Nozzles ND-4246.5-3 Screwed or Socket Weld Roof Nozzles |
| 256 | ND-4246.5-4 Welded Bottom Outlet Elbow ND-4247.6(d)-1 Minimum Size for Fillet Welds |
| 257 | ND-4250-1 Welding End Transitions Maximum Envelope |
| 263 | ND-4427-1 Fillet and Socket Weld Details and Dimensions |
| 265 | ND-4433-1 Types of Attachment Welds |
| 266 | ND-4437.2(b)-1 Some Acceptable Methods of Attaching Stiffening Rings to Shells of Cylindrical Vessels Subjected to External Pressure |
| 267 | ND-4470-1 Welded Stayed Construction |
| 268 | ND-4511-1 Brazed Connections for Appurtenances and Piping, NPS 4 |
| 270 | ND-4524-1 Maximum Design Temperatures for Brazing Filler Metal, °F (°C) |
| 271 | ND-4622.1-1 Mandatory Requirements for Postweld Heat Treatment of Welds |
| 272 | ND-4622.4(c)-1 Alternative Holding Temperatures and Times |
| 273 | ND-4622.7(b)-1 Exemptions to Mandatory PWHT |
| 276 | ND-4730-1 Penetration Assembly |
| 277 | ND-4810(c)-1 Permissible Attachment Welds for Bellows |
| 279 | ND-5211.2-1 Thickness Above Which Full Radiographic Examination of Butt Welded Joint is Mandatory |
| 309 | ND-7734.2(a)-1 Values of F for Nonchoking Flow |
| 314 | ND-7754.2(a)-1 Values of F for Nonchoking Flow |
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