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ASME BPVC III 1 NC 2017

ASME BPVC III 1 NC 2017

$51.35

ASME BPVC – III – 1 – NC -2017 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NC, Class 2 Component

Published By Publication Date Number of Pages
ASME 2017 356
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PDF Catalog

PDF Pages PDF Title
55 NC-1132.2-1 Attachments in the Component Support Load Path That Do Not Perform a Pressure-Retaining Function
56 NC-1132.2-2 Attachments That Do Not Perform a Pressure-Retaining Function and Are Not in the Component Support Load Path (Nonstructural Attachments)
57 NC-1132.2-3 Attachments That Perform a Pressure-Retaining Function
64 NC-2311(a)-1 Exemptions From Impact Testing Under NC-2311(a)(8)
65 NC-2332.1-1 Required Cv Lateral Expansion Values for Pressure-Retaining Material Other Than Bolting
66 NC-2332.1-2 Required Cv Energy Values for Pressure-Retaining Material Other Than Bolting
NC-2332.3-1 Required Cv Values for Bolting Material Tested in Accordance With NC-2332.3
69 NC-2432.1-1 Sampling of Welding Materials for Chemical Analysis
70 NC-2432.2-1 Welding Material Chemical Analysis
71 NC-2433.1-1 Weld Metal Delta Ferrite Content
77 NC-2571-1 Required Examinations
80 NC-2575.2-1 Typical Pressure-Retaining Parts of Pumps and Valves
89 NC-3133.8-1 Chart for Determining Wall Thickness of Tubes Under External Pressure
91 NC-3215.1(a)-1 Pressure and Temperature Relationships
92 NC-3217-1 Stress Intensity k Factors for Design and Service Load Combinations
97 NC-3224.6-1 Design Curves for Torispherical Heads and 2:1 Ellipsoidal Heads for Use With NC-3224.8 and NC-3224.6
99 NC-3224.13(b)(6)(-a)-1 Inherent Reinforcement for Large End of Cone–Cylinder Junction
100 NC-3224.13(b)(6)(-b)-1 Values for Q for Large End of Cone–Cylinder Junction
101 NC-3224.13(c)(6)(-a)-1 Inherent Reinforcement for Small End of Cone–Cylinder Junction
102 NC-3224.13(c)(6)(-b)-1 Values for Q for Small End of Cone–Cylinder Junction
103 NC-3224.13(d)-1 Cone–Cylinder Junction at Small End Treated as Opening
105 NC-3225-1 Typical Flat Heads and Supported and Unsupported Tubesheets With Hubs
106 NC-3225-2 Some Acceptable Types of Unstayed Flat Heads and Covers
107 NC-3225-3 Attachment of Pressure Parts to Plates to Form a Corner Joint
109 NC-3234.2(a)-1 Nozzle Nomenclature and Dimensions
111 NC-3239.1(b)-1 Examples of Acceptable Transition Details
NC-3239.3(a)-1 Required Minimum Reinforcing Area, Ar
112 NC-3239.4-1 Limits of Reinforcing Zone
113 NC-3239.7-1 Stress Indices for Internal Pressure Loading
118 NC-3266-1 Minimum Number of Pipe Threads for Connections
119 NC-3321-1 Stress Limits for Design and Service Loadings
120 NC-3321-2 Classification of Stress Intensity in Vessels for Some Typical Cases
122 NC-3324.2-1 Principal Dimensions of Typical Heads
NC-3324.2-1 Values of Factor K
125 NC-3324.8(b)-1 Values of Factor M
126 NC-3324.11(b)(2)-1 Values of Δ for Junctions at the Large Cylinder for α ≤ 30 deg
NC-3324.11(b)(3)-1 Values of Δ for Junctions at the Small Cylinder for α ≤ 30 deg
127 NC-3324.11(a)(6)-1 Large Head Openings, Reverse Curve, and Conical Shell Reducer Sections
129 NC-3325-1 Some Acceptable Types of Unstayed Flat Heads and Covers
130 NC-3326.1-1 Spherically Dished Covers With Bolting Flanges
132 NC-3329(b)-1 Example of Tube Spacing With Pitch of Holes Equal in Every Row
133 NC-3329(b)-2 Example of Tube Spacing With Pitch of Holes Unequal in Every Second Row
NC-3329(b)-3 Example of Tube Spacing With Pitch Holes Varying in Every Second and Third Row
NC-3329(d)-1 Example of Tube Spacing With Tube Holes on Diagonal Lines
134 NC-3329(d)-2 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells
135 NC-3329(g)-1 Diagram for Determining Equivalent Longitudinal Efficiency of Diagonal Ligaments
137 NC-3332.2-1 Chart for Determining the Value of F
NC-3332.2-1 Values of Spherical Radius Factor K1
139 NC-3335(b)-1 Some Representative Configurations Describing the te Reinforcement Dimension
140 NC-3335.2-1 Arrangement of Multiple Openings
141 NC-3335.3(b)-1 Minimum Depth for Flange of Flued Openings
142 NC-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
143 NC-3352-1 Typical Butt Joints
145 NC-3358.1(a)-1 Heads Attached to Shells
147 NC-3361-1 Butt Welding of Sections of Unequal Thicknesses
150 NC-3416-1 Stress and Pressure Limits for Design and Service Loadings
151 NC-3423-1 Typical Single Volute Casing
NC-3423-2 Typical Double Volute Casing
152 NC-3433.4-1 Minimum Tangential Inlet and Outlet Wall Thickness
153 NC-3441.1-1 Type A Pump
NC-3441.1-2 Type A Pump
154 NC-3441.1(a)-1 Type A Pump
NC-3441.2-1 Type B Pump
NC-3441.3-1 Type C Pump
155 NC-3441.3-2 Type C Pump
156 NC-3441.4(a)-1 Type D Pump
NC-3441.5-1 Type E Pump
NC-3441.6(a)-1 Type F Pump
157 NC-3441.7(a)-1 Axially Split Casing, Volute Pump, Type G
NC-3441.7(a)-2 Axially Split Casing, Volute Pump, Type G
158 NC-3441.7(c)-1 Axially Split Casing, Volute Pump, Type G
NC-3441.7(c)(2)-1 Typical Section of Type G Pumps
159 NC-3441.7(c)(2)-2 Typical Section of Type G Pumps
NC-3441.7(c)(2)-3 Typical Loads on Type G Pumps
162 NC-3441.8-1 Longitudinal Section Through Type H Pump
NC-3441.8-2 Transverse Section Through Type H Pump
163 NC-3441.9-1 Type K Pump
164 NC-3441.9-2 Type K Pump
166 NC-3441.10-1 Type N Pump
168 NC-3451(a)-1 Horizontal Single‐Acting Power Pump Liquid Ends
171 NC-3521-1 Typical Sections of Valve Bodies
172 NC-3521-1 Levels A, B, C, and D Service Limits
174 NC-3591.1-1 Typical Pressure Relief Devices
175 NC-3591.1-2 Typical Pressure Relief Devices
176 NC-3595.3-1 Valve Nozzle
NC-3592.2(b)-1 Class 2 Pressure Relief Devices: Levels B, C, and D Service Loadings
178 NC-3611.2(e)-1 Stress Range Reduction Factors
181 NC-3622-1 Examples of Reversing and Nonreversing Dynamic Loads
182 NC-3641.1(a)-1 Values of A
185 NC-3643.2(b)-1 Typical Welded Branch Connections
186 NC-3643.2(b)-2 Typical Right Angle Branch Connections Made Using a Fillet Weld or a Partial Penetration Weld
187 NC-3643.3(c)(1)-1 Reinforcement of Branch Connections
188 NC-3643.3(c)(1)-2 Some Representative Configurations Describing the te Reinforcement Dimensions
189 NC-3643.4(a)-1 Reinforced Extruded Outlets
192 NC-3647.2-1 Types of Permanent Blanks
198 NC-3653.3-1 Reducing or Full Outlet Branch Connections or Tees
205 NC-3673.2(b)-1 Stress Indices, Flexibility, and Stress Intensification Factors
211 NC-3673.2(b)-2 Branch Connection Nomenclature
214 NC-3821.5-1 Design and Service Limits
220 NC-3861-1 Roof Manholes
221 NC-3862(a)-1 Flanged Roof Nozzles
NC-3861-1 Roof Manholes
222 NC-3862(a)-2 Screwed or Socket Weld Roof Nozzles
NC-3862(a)-1 Flanged Roof Nozzles
223 NC-3863-1 Typical Welded Bottom Outlet Elbow
NC-3862(a)-2 Screwed or Socket Weld Roof Nozzles
224 NC-3863-1 Welded Bottom Outlet Elbow
NC-3865-1 Platforms and Walkways
NC-3865-2 Stairways
225 NC-3865-3 Stairway Rise, Run, and Angle Relationships
226 NC-3921.8-1 Design and Service Limits for Steel Tanks
228 NC-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
229 NC-3922.1-2 Reduction of Design Stresses Required to Allow for Biaxial Stresses of Opposite Sign
231 NC-3923.1-1 Maximum Allowable Stress Values for Structural Members
235 NC-3932.1-1 Some Typical Free Body Diagrams for Certain Shapes of Tanks
236 NC-3932.2(d)-1 Factors for Determining Values of R1 and R2 for 2:1 Ellipsoidal Roofs and Bottoms
239 NC-3933.4(a)-1 Compression Ring Region
241 NC-3933.5(d)-1 Permissible Details of Compression Ring
246 NC-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
247 NC-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
248 NC-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
249 NC-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
250 NC-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
251 NC-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
252 NC-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
253 NC-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
254 NC-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
255 NC-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
256 NC-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
257 NC-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
258 NC-3947-1 Meridional Straightness Tolerance
262 NC-4221.1-1 Maximum Difference in Cross‐Sectional Diameters
263 NC-4221.2(a)-1 Maximum Permissible Deviation e From a True Circular Form
264 NC-4221.2(a)-2 Maximum Arc Length for Determining Plus or Minus Deviation
265 NC-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
NC-4232(a)-1 Maximum Allowable Offset in Final Welded Joints
267 NC-4243-1 Acceptable Full Penetration Weld Details for Category C Joints
268 NC-4243-2 Attachment of Pressure Parts to Plates to Form a Corner Joint
269 NC-4243.1-1 Typical Flat Heads and Supported and Unsupported Tubesheet With Hubs
270 NC-4244(a)-1 Nozzles, Branch, and Piping Connections Joined by Full Penetration Butt Welds
271 NC-4244(b)-1 Nozzles, Branch, and Piping Connections Joined by Full Penetration Corner Welds
272 NC-4244(c)-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles, Branch, and Piping Connections
273 NC-4244(d)-1 Some Acceptable Types of Welded Nozzles, Branch, and Piping Connections
274 NC-4244(e)-1 Some Acceptable Types of Welded Nozzles
275 NC-4244(e)-2 Some Acceptable Types of Small Fittings
276 NC-4246.1(a)-1 Typical Bottom and Bottom‐to‐Shell Joints
277 NC-4246.3-1 Typical Roof and Roof‐to‐Shell Joints
278 NC-4246.5-1 Roof Manholes
279 NC-4246.5-2 Flanged Roof Nozzles
NC-4246.5-3 Screwed or Socket Weld Roof Nozzles
280 NC-4246.5-4 Welded Bottom Outlet Elbow
NC-4247.6(d)-1 Minimum Size for Fillet Welds
282 NC-4250-1 Welding End Transitions Maximum Envelope
283 NC-4265-1 Acceptable Full Penetration Details to Form a Corner Joint
284 NC-4265-2 Acceptable Full Penetration Weld Details for Category C Joints
NC-4266(a)-1 Nozzles Attached by Full Penetration Butt Welds
285 NC-4266(b)-1 Full Penetration Corner Welded Attachments
287 NC-4266(c)-1 Pad and Screwed Fitting Types of Welded Nozzles and Other Connections to Shells, Drums, and Headers
288 NC-4266(d)-1 Partial Penetration Weld Connections
289 NC-4267-1 Attachments
296 NC-4427-1 Fillet and Socket Weld Details and Dimensions
298 NC-4433-1 Types of Attachment Welds
299 NC-4437.2(b)-1 Some Acceptable Methods of Attaching Stiffening Rings to Shells of Cylindrical Vessels Subjected to External Pressure
301 NC-4511-1 Brazed Connections for Appurtenances and Piping
302 NC-4524-1 Maximum Design Temperatures for Brazing Filler Metal, °F (°C)
303 NC-4622.1-1 Mandatory Requirements for Postweld Heat Treatment of Welds
304 NC-4622.4(c)-1 Alternative Holding Temperatures and Times
305 NC-4622.7(b)-1 Exemptions to Mandatory PWHT
309 NC-4730-1 Penetration Assembly
NC-4810(c)-1 Permissible Attachment Welds for Bellows
311 NC-5111-1 Thickness, IQI Designations, and Essential Holes, and Wire Diameters
343 NC-7734.2(a)-1 Values of F for Nonchoking Flow
347 NC-7754.2(a)-1 Values of F for Nonchoking Flow

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