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ASME BPVC III 1 NC 2019

ASME BPVC III 1 NC 2019

$65.00

ASME BPVC – III – 1 – NC -2019 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NC, Class 2 Component

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ASME 2019 364
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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 2 construction. The rules of Subsection NC 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 NC-1132.2-1 Attachments in the Component Support Load Path That Do Not Perform a Pressure-Retaining Function
60 NC-1132.2-2 Attachments That Do Not Perform a Pressure-Retaining Function and Are Not in the Component Support Load Path (Nonstructural Attachments)
61 NC-1132.2-3 Attachments That Perform a Pressure-Retaining Function
68 NC-2311(a)-1 Exemptions From Impact Testing Under KC – 2/19/19 — verified link as goodNC-2311(a)(8)
69 NC-2332.1-1 Required Cv Lateral Expansion Values for Pressure-Retaining Material Other Than Bolting
70 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
73 NC-2432.1-1 Sampling of Welding Materials for Chemical Analysis
74 NC-2432.2-1 Welding Material Chemical Analysis
75 NC-2433.1-1 Weld Metal Delta Ferrite Content
81 NC-2571-1 Required Examinations
85 NC-2575.2-1 Typical Pressure-Retaining Parts of Pumps and Valves
94 NC-3133.8-1 Chart for Determining Wall Thickness of Tubes Under External Pressure
96 NC-3215.1(a)-1 Pressure and Temperature Relationships
97 NC-3217-1 Stress Intensity k Factors for Design and Service Load Combinations
99 NC-3217-1 Example of Acceptable Local Primary Membrane Stress Due to Pressure
103 NC-3224.6-1 Design Curves for Torispherical Heads and 2:1 Ellipsoidal Heads for Use With NC-3224.8 and NC-3224.6
105 NC-3224.13(b)(6)(-a)-1 Inherent Reinforcement for Large End of Cone–Cylinder Junction
106 NC-3224.13(b)(6)(-b)-1 Values for Q for Large End of Cone–Cylinder Junction
107 NC-3224.13(c)(6)(-a)-1 Inherent Reinforcement for Small End of Cone–Cylinder Junction
108 NC-3224.13(c)(6)(-b)-1 Values for Q for Small End of Cone–Cylinder Junction
109 NC-3224.13(d)-1 Cone–Cylinder Junction at Small End Treated as Opening
111 NC-3225-1 Typical Flat Heads and Supported and Unsupported Tubesheets With Hubs
112 NC-3225-2 Some Acceptable Types of Unstayed Flat Heads and Covers
113 NC-3225-3 Attachment of Pressure Parts to Plates to Form a Corner Joint
116 NC-3234.2(a)-1 Nozzle Nomenclature and Dimensions
118 NC-3239.1(b)-1 Examples of Acceptable Transition Details
119 NC-3239.4-1 Limits of Reinforcing Zone
NC-3239.3(a)-1 Required Minimum Reinforcing Area, Ar
120 NC-3239.7-1 Stress Indices for Internal Pressure Loading
125 NC-3266-1 Minimum Number of Pipe Threads for Connections
126 NC-3321-1 Stress Limits for Design and Service Loadings
127 NC-3321-2 Classification of Stress Intensity in Vessels for Some Typical Cases
129 NC-3324.2-1 Principal Dimensions of Typical Heads
130 NC-3324.2-1 Values of Factor K
132 NC-3324.8(b)-1 Values of Factor M
133 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
134 NC-3324.11(a)(6)-1 Large Head Openings, Reverse Curve, and Conical Shell Reducer Sections
135 NC-3325-1 Some Acceptable Types of Unstayed Flat Heads and Covers
137 NC-3326.1-1 Spherically Dished Covers With Bolting Flanges
139 NC-3329.1(b)-1 Example of Tube Spacing With Pitch of Holes Equal in Every Row
NC-3329.1(b)-2 Example of Tube Spacing With Pitch of Holes Unequal in Every Second Row
140 NC-3329.1(b)-3 Example of Tube Spacing With Pitch Holes Varying in Every Second and Third Row
NC-3329.1(d)-1 Example of Tube Spacing With Tube Holes on Diagonal Lines
141 NC-3329.1(d)-2 Diagram for Determining the Efficiency of Longitudinal and Diagonal Ligaments Between Openings in Cylindrical Shells
142 NC-3329.1(g)-1 Diagram for Determining Equivalent Longitudinal Efficiency of Diagonal Ligaments
143 NC-3332.2-1 Chart for Determining the Value of F
NC-3332.2-1 Values of Spherical Radius Factor K1
146 NC-3335(b)-1 Some Representative Configurations Describing the te Reinforcement Dimension
147 NC-3335.2-1 Arrangement of Multiple Openings
NC-3335.3(b)-1 Minimum Depth for Flange of Flued Openings
148 NC-3351-1 Welded Joint Locations Typical of Categories A, B, C, and D
149 NC-3352-1 Typical Butt Joints
152 NC-3358.1(a)-1 Heads Attached to Shells
154 NC-3361.1-1 Butt Welding of Sections of Unequal Thicknesses
157 NC-3423-1 Typical Single Volute Casing
NC-3423-2 Typical Double Volute Casing
NC-3416-1 Stress and Pressure Limits for Design and Service Loadings
159 NC-3433.4-1 Minimum Tangential Inlet and Outlet Wall Thickness
NC-3441.1-1 Type A Pump
160 NC-3441.1-2 Type A Pump
NC-3441.1(a)-1 Type A Pump
161 NC-3441.2-1 Type B Pump
NC-3441.3-1 Type C Pump
162 NC-3441.3-2 Type C Pump
163 NC-3441.4(a)-1 Type D Pump
NC-3441.5-1 Type E Pump
NC-3441.6(a)-1 Type F Pump
NC-3441.7(a)-1 Axially Split Casing, Volute Pump, Type G
164 NC-3441.7(a)-2 Axially Split Casing, Volute Pump, Type G
NC-3441.7(c)-1 Axially Split Casing, Volute Pump, Type G
165 NC-3441.7(c)(2)-1 Typical Section of Type G Pumps
NC-3441.7(c)(2)-2 Typical Section of Type G Pumps
166 NC-3441.7(c)(2)-3 Typical Loads on Type G Pumps
168 NC-3441.8-1 Longitudinal Section Through Type H Pump
NC-3441.8-2 Transverse Section Through Type H Pump
169 NC-3441.9-1 Type K Pump
170 NC-3441.9-2 Type K Pump
172 NC-3441.10-1 Type N Pump
174 NC-3451(a)-1 Horizontal Single‐Acting Power Pump Liquid Ends
177 NC-3521-1 Typical Sections of Valve Bodies
178 NC-3521-1 Service Loading Limits
180 NC-3591.1-1 Typical Pressure Relief Devices
181 NC-3591.1-2 Typical Pressure Relief Devices
182 NC-3592.2(b)-1 Pressure Relief Devices Service Loading Limits
183 NC-3595.3-1 Valve Nozzle
184 NC-3611.2(e)-1 Stress Range Reduction Factors
187 NC-3622-1 Examples of Reversing and Nonreversing Dynamic Loads
188 NC-3641.1(a)-1 Values of A
191 NC-3643.2(b)-1 Typical Welded Branch Connections
192 NC-3643.2(b)-2 Typical Right Angle Branch Connections Made Using a Fillet Weld or a Partial Penetration Weld
193 NC-3643.3(c)(1)-1 Reinforcement of Branch Connections
194 NC-3643.3(c)(1)-2 Some Representative Configurations Describing the te Reinforcement Dimensions
196 NC-3643.4(a)-1 Reinforced Extruded Outlets
199 NC-3647.2-1 Types of Permanent Blanks
204 NC-3653.3-1 Reducing or Full Outlet Branch Connections or Tees
212 NC-3673.2(b)-1 Stress Indices, Flexibility, and Stress Intensification Factors
218 NC-3673.2(b)-2 Branch Connection Nomenclature
221 NC-3821.5-1 Design and Service Limits
227 NC-3861-1 Roof Manholes
228 NC-3862(a)-1 Flanged Roof Nozzles
NC-3861-1 Roof Manholes
229 NC-3862(a)-2 Screwed or Socket Weld Roof Nozzles
NC-3862(a)-1 Flanged Roof Nozzles
230 NC-3863-1 Typical Welded Bottom Outlet Elbow
NC-3862(a)-2 Screwed or Socket Weld Roof Nozzles
231 NC-3863-1 Welded Bottom Outlet Elbow
NC-3865-1 Platforms and Walkways
NC-3865-2 Stairways
232 NC-3865-3 Stairway Rise, Run, and Angle Relationships
233 NC-3921.8-1 Design and Service Limits for Steel Tanks
235 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
236 NC-3922.1-2 Reduction of Design Stresses Required to Allow for Biaxial Stresses of Opposite Sign
238 NC-3923.1-1 Maximum Allowable Stress Values for Structural Members
242 NC-3932.1-1 Some Typical Free Body Diagrams for Certain Shapes of Tanks
243 NC-3932.2(d)-1 Factors for Determining Values of R1 and R2 for 2:1 Ellipsoidal Roofs and Bottoms
246 NC-3933.4(a)-1 Compression Ring Region
248 NC-3933.5(d)-1 Permissible Details of Compression Ring
253 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
254 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
255 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
256 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
257 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
258 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
259 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
260 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
261 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
262 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
263 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
264 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
265 NC-3947-1 Meridional Straightness Tolerance
269 NC-4221.1-1 Maximum Difference in Cross‐Sectional Diameters
270 NC-4221.2(a)-1 Maximum Permissible Deviation e From a True Circular Form
271 NC-4221.2(a)-2 Maximum Arc Length for Determining Plus or Minus Deviation
272 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
274 NC-4243-1 Acceptable Full Penetration Weld Details for Category C Joints
275 NC-4243-2 Attachment of Pressure Parts to Plates to Form a Corner Joint
276 NC-4243.1-1 Typical Flat Heads and Supported and Unsupported Tubesheet With Hubs
277 NC-4244(a)-1 Nozzles, Branch, and Piping Connections Joined by Full Penetration Butt Welds
278 NC-4244(b)-1 Nozzles, Branch, and Piping Connections Joined by Full Penetration Corner Welds
279 NC-4244(c)-1 Deposited Weld Metal Used as Reinforcement of Openings for Nozzles, Branch, and Piping Connections
280 NC-4244(d)-1 Some Acceptable Types of Welded Nozzles, Branch, and Piping Connections
281 NC-4244(e)-1 Some Acceptable Types of Welded Nozzles
282 NC-4244(e)-2 Some Acceptable Types of Small Fittings
283 NC-4246.1(a)-1 Typical Bottom and Bottom‐to‐Shell Joints
284 NC-4246.3-1 Typical Roof and Roof‐to‐Shell Joints
285 NC-4246.5-1 Roof Manholes
286 NC-4246.5-2 Flanged Roof Nozzles
NC-4246.5-3 Screwed or Socket Weld Roof Nozzles
287 NC-4246.5-4 Welded Bottom Outlet Elbow
288 NC-4247.6(d)-1 Minimum Size for Fillet Welds
289 NC-4250-1 Welding End Transitions Maximum Envelope
290 NC-4265-1 Acceptable Full Penetration Details to Form a Corner Joint
291 NC-4265-2 Acceptable Full Penetration Weld Details for Category C Joints
292 NC-4266(a)-1 Nozzles Attached by Full Penetration Butt Welds
293 NC-4266(b)-1 Full Penetration Corner Welded Attachments
294 NC-4266(c)-1 Pad and Screwed Fitting Types of Welded Nozzles and Other Connections to Shells, Drums, and Headers
295 NC-4266(d)-1 Partial Penetration Weld Connections
296 NC-4267-1 Attachments
304 NC-4427-1 Fillet and Socket Weld Details and Dimensions
305 NC-4433-1 Types of Attachment Welds
307 NC-4437.2(b)-1 Some Acceptable Methods of Attaching Stiffening Rings to Shells of Cylindrical Vessels Subjected to External Pressure
308 NC-4511-1 Brazed Connections for Appurtenances and Piping
309 NC-4524-1 Maximum Design Temperatures for Brazing Filler Metal, °F (°C)
311 NC-4622.1-1 Mandatory Requirements for Postweld Heat Treatment of Welds
312 NC-4622.4(c)-1 Alternative Holding Temperatures and Times
313 NC-4622.7(b)-1 Exemptions to Mandatory PWHT
316 NC-4730-1 Penetration Assembly
317 NC-4810(c)-1 Permissible Attachment Welds for Bellows
319 NC-5111-1 Thickness, IQI Designations, and Essential Holes, and Wire Diameters
351 NC-7734.2(a)-1 Values of F for Nonchoking Flow
356 NC-7754.2(a)-1 Values of F for Nonchoking Flow

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