ASME BPVC III 1 ND 2019
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ASME BPVC – III – 1 – ND -2019 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 | 2019 | 344 |
This Subsection contains requirements for the material, design, fabrication, examination, testing and overpressure protection of items which are intended to conform to the requirements for Class 3 construction. The rules of Subsection ND cover the requirements for assuring the structural integrity of items. 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.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 59 | ND-1132.2-1 Attachments in the Component Support Load Path That Do Not Perform a Pressure-Retaining Function |
| 60 | ND-1132.2-2 Attachments That Do Not Perform a Pressure-Retaining Function and Are Not in the Component Support Load Path |
| 61 | ND-1132.2-3 Attachments That Perform a Pressure-Retaining Function |
| 69 | ND-2311-1 Exemptions From Impact Testing Under ND-2311(a)(8) |
| 70 | ND-2331(a)-1 Required Cv Lateral Expansion Values for Pressure-Retaining Material (Except Bolting) |
| 71 | ND-2331(a)-2 Required Cv Energy Values for Pressure-Retaining Material (Except Bolting) ND-2333-1 Required Cv Values for Bolting Material |
| 73 | ND-2432.1-1 Sampling of Welding Materials for Chemical Analysis |
| 74 | ND-2432.2-1 Welding Material Chemical Analysis |
| 75 | ND-2433.1-1 Delta Ferrite Content |
| 80 | ND-2571-1 Required Examinations |
| 83 | ND-2575.2-1 Typical Pressure-Retaining Parts of Pumps and Valves |
| 92 | ND-3133.4-1 Length L of Some Typical Conical Sections |
| 94 | ND-3133.7-1 Chart for Determining Wall Thickness of Tubes Under External Pressure |
| 95 | ND-3321-1 Stress Limits for Design and Service Loadings |
| 96 | ND-3321-2 Classification of Stress in Vessels for Some Typical Cases |
| 98 | ND-3324.2-1 Principal Dimensions of Typical Heads ND-3324.2-1 Values of Factor K |
| 101 | ND-3324.8(b)-1 Values of Factor M |
| 102 | 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 |
| 103 | ND-3324.11(b)(3)-1 Values of Δ for Junctions at the Small Cylinder for α ≤ 30 deg |
| 105 | ND-3325-1 Some Acceptable Types of Unstayed Flat Heads and Covers |
| 108 | ND-3326.1-1 Spherically Dished Covers With Bolting Flanges |
| 110 | ND-3329.1(b)-1 Example of Tube Spacing With Pitch of Holes Equal in Every Row ND-3329.1(b)-2 Example of Tube Spacing With Pitch of Holes Unequal in Every Second Row ND-3329.1(b)-3 Example of Tube Spacing With Pitch of Holes Varying in Every Second and Third Row |
| 111 | ND-3329.1(d)-1 Example of Tube Spacing With Tube Holes on Diagonal Lines |
| 112 | ND-3329.1(d)-2 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells |
| 113 | ND-3329.1(g)-1 Diagram for Determining Equivalent Longitudinal Efficiency of Diagonal Ligaments |
| 114 | ND-3329.2(e)-1 Acceptable Proportions for Ends or Through Stays |
| 116 | ND-3332.2-1 Chart for Determining Value of F |
| 117 | ND-3332.2-1 Values of Spherical Radius Factor K1 |
| 119 | ND-3335.1(b)-1 Some Representative Configurations Describing the te Reinforcement Dimension |
| 120 | ND-3335.2-1 Arrangement of Multiple Openings ND-3335.3(b)-1 Minimum Depth for Flange of Flued Openings |
| 121 | ND-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D |
| 122 | ND-3352-1 Typical Butt Joints |
| 126 | ND-3358.1(a)-1 Heads Attached to Shells |
| 128 | ND-3361.1-1 Butt Welding of Plates of Unequal Thicknesses ND-3361.2(a)-1 Minimum Number of Pipe Threads for Connections |
| 131 | ND-3416-1 Stress and Pressure Limits for Design and Service Loadings |
| 132 | ND-3423-1 Typical Single Volute Casing ND-3423-2 Typical Double Volute Casing |
| 133 | ND-3433.4-1 Minimum Tangential Inlet and Outlet Wall Thicknesses |
| 134 | ND-3441.1-1 Type A Pump ND-3441.1-2 Type A Pump |
| 135 | ND-3441.1(a)-1 Type A Pump ND-3441.2-1 Type B Pump ND-3441.3-1 Type C Pump |
| 136 | ND-3441.3-2 Type C Pump |
| 137 | ND-3441.4(a)-1 Type D Pump ND-3441.5-1 Type E Pump ND-3441.6(a)-1 Type F Pump |
| 138 | ND-3441.7(a)-1 Axially Split Casing, Volute Pump, Type G ND-3441.7(a)-2 Axially Split Casing, Volute Pump, Type G |
| 139 | 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 |
| 140 | ND-3441.7(c)(2)-3 Typical Loads on Type G Pump |
| 142 | ND-3441.8-1 Longitudinal Section Through Type H Pump ND-3441.8-2 Transverse Section Through Type H Pump |
| 143 | ND-3441.9-1 Type K Pump |
| 144 | ND-3441.9-2 Type K Pump |
| 147 | ND-3441.10-1 Type L Pump |
| 150 | ND-3441.10-2 Type L Pump Bowl |
| 152 | ND-3451(a)-1 Horizontal Single‐Acting Power Pump Liquid Ends |
| 155 | ND-3521-1 Typical Sections of Valve Bodies |
| 156 | ND-3521-1 Service Loading Limits |
| 158 | ND-3591.1-1 Typical Pressure Relief Devices |
| 159 | ND-3591.1-2 Typical Pressure Relief Devices |
| 160 | ND-3592.2(b)-1 Pressure Relief Devices Service Loading Limits |
| 161 | ND-3595.3-1 Valve Nozzle |
| 162 | ND-3611.2(e)-1 Stress Range Reduction Factors |
| 164 | ND-3613.4-1 Weld Joint Efficiency Factor |
| 165 | ND-3622-1 Examples of Reversing and Nonreversing Dynamic Loads |
| 166 | ND-3641.1(a)-1 Values of A |
| 168 | ND-3643.2(b)-1 Typical Welded Branch Connections |
| 169 | ND-3643.2(b)-2 Typical Right Angle Branch Connections Made Using a Fillet Weld or a Partial Penetration Weld |
| 171 | ND-3643.3(c)(1)-1 Reinforcement of Branch Connections |
| 172 | ND-3643.3(c)(1)-2 Some Representative Configurations Describing the te Reinforcement Dimension |
| 174 | ND-3643.4(a)-1 Reinforced Extruded Outlets |
| 177 | ND-3647.2-1 Types of Permanent Blanks |
| 182 | ND-3653.3-1 Reducing or Full Outlet Branch Connections, or Tees |
| 189 | ND-3673.2(b)-1 Stress Indices, Flexibility, and Stress Intensification Factors |
| 195 | ND-3673.2(b)-2 Branch Connection Nomenclature |
| 199 | ND-3821.5-1 Design and Service Limits |
| 202 | ND-3852.7-1 Allowable Tensile Stresses for Roof Supports |
| 203 | ND-3852.7-2 Allowable Axial Compression Stresses for Roof Supports |
| 205 | ND-3852.7-3 Allowable Bending Stresses for Roof Supports |
| 207 | ND-3852.7-4 Allowable Shear Stresses for Roof Supports |
| 208 | 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 |
| 211 | ND-3861-1 Roof Manholes |
| 212 | ND-3862(a)-1 Flanged Roof Nozzles ND-3861-1 Roof Manholes |
| 213 | ND-3862(a)-2 Screwed or Socket Weld Roof Nozzles ND-3862(a)-1 Flanged Roof Nozzles |
| 214 | ND-3863-1 Welded Bottom Outlet Elbow ND-3862(a)-2 Screwed or Socket Weld Roof Nozzles |
| 215 | ND-3863-1 Welded Bottom Outlet Elbow ND-3865-1 Platforms and Walkways ND-3865-2 Stairways |
| 216 | ND-3865-3 Stairway Rise, Run, and Angle Relationships |
| 217 | ND-3921.8-1 Design and Service Limits for Steel Tanks |
| 219 | 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 |
| 220 | ND-3922.1-2 Reduction of Design Stresses Required to Allow for Biaxial Stresses of Opposite Sign |
| 222 | ND-3923.1-1 Maximum Allowable Stress Values for Structural Members |
| 226 | ND-3932.1-1 Some Typical Free Body Diagrams for Certain Shapes of Tanks |
| 227 | ND-3932.2(d)-1 Factors for Determining Values of R1 and R2 for 2:1 Ellipsoidal Roofs and Bottoms |
| 230 | ND-3933.4(a)-1 Compression Ring Region |
| 232 | ND-3933.5(d)-1 Permissible Details of Compression Ring Construction |
| 234 | ND-3933.5(h)-1 Some Values for k Based on n, θ |
| 237 | 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 |
| 238 | 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 |
| 239 | 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 |
| 240 | 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 |
| 241 | 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 |
| 242 | 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 |
| 243 | 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 |
| 244 | 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 |
| 245 | 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 |
| 246 | 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 |
| 247 | 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 |
| 248 | 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 |
| 249 | ND-3947-1 Meridional Straightness Tolerance |
| 253 | ND-4221.1-1 Maximum Difference in Cross‐Sectional Diameters |
| 254 | ND-4221.2(a)-1 Maximum Permissible Deviation e From a True Circular Form |
| 255 | ND-4221.2(a)-2 Maximum Arc Length for Determining Plus or Minus Deviation |
| 256 | ND-4232(a)-1 Maximum Allowable Offset in Final Welded Joints |
| 257 | 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 |
| 258 | ND-4243-1 Attachment of Pressure Parts to Plates to Form a Corner Joint |
| 260 | ND-4243.1-1 Typical Flat Heads, and Supported and Unsupported Tubesheets With Hubs |
| 261 | ND-4244(a)-1 Nozzles, and Branch and Piping Connections Joined by Full Penetration Butt Welds |
| 262 | ND-4244(b)-1 Nozzles, and Branch and Piping Connections Joined by Full Penetration Corner Welds |
| 263 | ND-4244(c)-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles, and Branch and Piping Connections |
| 265 | ND-4244(d)-1 Some Acceptable Types of Welded Nozzles, and Branch and Piping Connections |
| 266 | ND-4244(e)-1 Some Acceptable Types of Welded Nozzles |
| 267 | ND-4244(e)-2 Some Acceptable Types of Small Fittings |
| 268 | ND-4244(f)-1 Tube Connections |
| 269 | ND-4244(g)-1 Some Acceptable Types of Welded Nozzles, and Branch and Piping Connections |
| 270 | ND-4245-1 |
| 271 | ND-4245-1 Attachment Welds |
| 273 | ND-4246.1(a)-1 Typical Bottom and Bottom‐to‐Shell Joints |
| 274 | ND-4246.3-1 Typical Roof and Roof‐to‐Shell Joints |
| 275 | ND-4246.5-1 Roof Manholes |
| 276 | ND-4246.5-2 Flanged Roof Nozzles ND-4246.5-3 Screwed or Socket Weld Roof Nozzles |
| 277 | ND-4246.5-4 Welded Bottom Outlet Elbow ND-4247.6(d)-1 Minimum Size for Fillet Welds |
| 278 | ND-4250-1 Welding End Transitions Maximum Envelope |
| 285 | ND-4427-1 Fillet and Socket Weld Details and Dimensions |
| 286 | ND-4433-1 Types of Attachment Welds |
| 287 | ND-4437.2(b)-1 Some Acceptable Methods of Attaching Stiffening Rings to Shells of Cylindrical Vessels Subjected to External Pressure |
| 289 | ND-4470-1 Welded Stayed Construction |
| 290 | ND-4511-1 Brazed Connections for Appurtenances and Piping, NPS 4 ND-4524-1 Maximum Design Temperatures for Brazing Filler Metal, °F (°C) |
| 292 | ND-4622.1-1 Mandatory Requirements for Postweld Heat Treatment of Welds |
| 293 | ND-4622.4(c)-1 Alternative Holding Temperatures and Times |
| 294 | ND-4622.7(b)-1 Exemptions to Mandatory PWHT |
| 298 | ND-4730-1 Penetration Assembly ND-4810(c)-1 Permissible Attachment Welds for Bellows |
| 300 | ND-5211.2-1 Thickness Above Which Full Radiographic Examination of Butt-Welded Joint is Mandatory |
| 331 | ND-7734.2(a)-1 Values of F for Nonchoking Flow |
| 336 | ND-7754.2(a)-1 Values of F for Nonchoking Flow |
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