ASME BPVC CC NC 2013

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ASME BPVC CODE CASES: Nuclear Components-2013

Published By	Publication Date	Number of Pages
ASME	2013	1148

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PDF Catalog

PDF Pages	PDF Title
116	2900-1A Visual Examination Criteria and Repair Requirements for Inside Surface Area of RTRP Pipe and Filament Wound, Hard Fabricated, and Spray-Up Fittings 16 in. Nominal Size and Smaller
117	2900-1B Visual Examination Criteria and Repair Requirements for Outside Surface Area of RTRP Pipe and Filament Wound, Hand Fabricated, and Spray-Up Fittings 16 in. Nominal Size and Smaller
118	2900-2A Visual Examination Criteria and Repair Requirements for Inside-Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter
119	2900-2B Visual Examination Criteria and Repair Requirements for Outside Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter
120	2900-3A Visual Examination Criteria and Repair Requirements for Structural Wall of RTRP Pipe and Filament Wound, Hand Fabricated, and Spray-Up Fittings 16 in. Nominal Size and Smaller
121	2900-3B Visual Examination Criteria and Repair Requirements for Structural Wall of RTRP Pipe and Fittings Greater Than 16 in. Diameter 2900-4 Visual Examination Criteria and Repair Requirements for RTRP Molded and Centrifugally Cast Fittings 16 in. Nominal Size and Smaller
123	-3133-1 Material Compressive Strength -3611-1 Allowable Tensile Design Stresses in Pipe Meeting the Requirements of D2992
125	-3643-1 Overlay Tensile Stress
126	-3643.3(c)-1 Reinforcement of Branch Connections
127	-3643-2 Overlay Shear Strength
129	-3662-1 Adhesive Shear Strength
130	-3662-1 Bell and Spigot Adhesive Bonded Joint
131	-3663-1 Bell and Spigot Adhesive Bonded Joint With Laminated Fiberglass Overlay -3664-1 Bell and Spigot Gasket Joint With Laminated Fiberglass Overlay
132	-3665-1 Butt and Strap Joint
135	-4611 Cutting Requirements
140	I-1 Hydrostatic Design Basis Categories
147	II-4.4-1 Minimum Mechanical Property Requirements II-4.4-2
148	II-4.4-3 Nominal Diameter Dimensions and Tolerances
157	V-5-1 Integrally Molded Flange V-5-2 Tapered Bell and Spigot Adhesive Joint Flange V-5-3 Tapered Bell and Straight Spigot Adhesive Joint Flange V-5-4 Straight Bell and Spigot Adhesive Joint Flange
159	V-7.5-1 Test Assembly Configuration V-7.5-2 Bolt Torquing Sequence
209	-1511-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of αɸL From Figure -1511-1 and Figure -1511-2)
210	-1511-2 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of αɸL From Figure -1511-1 and -1511-2)
211	-1512-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Spherical Shells
212	-1610-1 Plastic Reduction Factors for Buckling Analysis by Formula
213	-1620-1 Plasticity Reduction Factors for Bifurcation Buckling Analysis
215	-1712.1.1-1 Theoretical Local Buckling Stress Coefficients for Stiffened and Unstiffened Cylindrical Shells
217	-1712.1.2-1 Theoretical Local Buckling Stress Coefficients for Stringer Stiffened Cylinder Subjected to In-Plane Shear
220	-1713.1-1 Interaction Curves for Elastic Buckling of Cylinders Under Combined Loads
222	-1713.1.3-1 Radii R1 and R2 For Toroidal and Ellipsoidal Head
223	-1713.2-1 Interaction Curves for Inelastic Buckling of Cylinders Under Combined Loads
226	-1800-1 Flowchart
232	-2830-1 Permissible Bellows Material Specifications (Piping, Tubing)
233	-2841-1 Permissible Material for Welded Bellows Tubes (Plate, Sheet, Strip)
236	-3742-1 Classification of Stress Intensity in Bellows
237	-3742.1-1 Definition of A¯, and Ac
242	-3742.6(h)-1 Zero Strain Modulus -3742.6(h)-2 Determination of \|Z\|
243	-3742.6(h)-3 Dimensionless Midplane Stress Value
244	-3752.3(a) Time-independent Buckling Safety Margins -3752.3(b) Time Dependent Buckling Factors
250	-4224.1-1 Bellows Profile Tolerances and Nomenclature
251	-4224.1 Bellows Tolerances
252	-4224.1-2 Requirement for Proving Sufficient Flexibility to Allow Axial Fixturing -4224.1-3 Requirement for Proving Sufficient Flexibility to Allow Offset Fixturing
253	-4224.1-4 Ball Analogy for Curvature Tolerance -4245 Types of Permissible Primary Pressure Boundary Bellows End Attachment Welds
297	-2410-1 Inspection Program A
298	-2410-2 Inspection Program B
299	-2500-1 Examination Categories
369	7-1 Meridional Straightness Tolerance
370	A-1 Factor of Safety Times Allowable Axial Membrane Compressive Stress versus Radius over Thickness for Ferrous Materials with Yield Strengths of 25 ksi At Temperatures ≤300°F
371	A-2 Factor of Safety Times Allowable Axial Membrane Compressive Stress versus Radius over Thickness for Ferrous Materials with Yield Strengths of 30 ksi At Temperatures ≤300°F A-3 Factor of Safety Times Allowable Axial Membrane Compressive Stress versus Radius over Thickness for Ferrous Materials with Yield Strengths of 35 ksi At Temperatures ≤300°F
372	A-4 Factor of Safety Times Allowable Axial Membrane Compressive Stress versus Radius over Thickness for Ferrous Materials with Yield Strengths of 40 ksi At Temperatures ≤300°F A-5 Factor of Safety Times Allowable Axial Membrane Compressive Stress versus Radius over Thickness for Ferrous Materials with Yield Strengths of 45 ksi At Temperatures ≤300°F
373	A-6 Factor of Safety Times Allowable Axial Membrane Compressive Stress versus Radius over Thickness for Ferrous Materials with Yield Strengths of 50 ksi At Temperatures ≤300°F A-1.1 Tabular Values for Figure A-1
374	A-2.1 Tabular Values for Figure A-2 A-3.1 Tabular Values for Figure A-3 A-4.1 Tabular Values for Figure A-4
375	A-5.1 Tabular Values for Figure A-5
377	A-6.1 Tabular Values for Figure A-6
510	III-1 Corrective Action Requirements for Inserted Form CIPP Pressure Boundary
513	III-2 Corrective Action Requirements for Sprayed Form CIPP Pressure Boundary
862	-4310-1 Thermal Fusion Butt Joint
863	-4421.3-1 Tapered Transition Joint
864	-4421.3-1 Tapered Transition Joint (Cont’d)
865	-4520-1 Transition Flange Arrangement 5321-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross Section View)
866	-3131-1(a) Long-Term Allowable Stress, S, for Polyethylene (psi) -3131-1(b) Long-term Allowable Stress, S, for Polyethylene (MPa) -3131-1(c) Elevated Temperature Allowable Stress, S, for Polyethylene (psi)
867	-3131-1(d) Elevated Temperature Allowable Stress, S, for Polyethylene (MPa) -3210-1 Maximum Allowable Ring Deflection, Ωmax -3210-2(a) Soil Support Factor, FS (in.) -3210-2(b) Soil Support Factor, FS (mm)
868	-3210-3(a) Modulus of Elasticity of Polyethylene Pipe, Epipe (psi) -3210-3(b) Modulus of Elasticity of Polyethylene Pipe, Epipe (MPa) -3220(a) Allowable Side Wall Compression Stress, Scomp (psi) -3220(b) Allowable Side Wall Compression Stress, Scomp (MPa)
869	-3221.2-1 Ovality Correction Factor, fo -3223-1 Stress Indices, B1 and B2 -3223-2 Design and Service Level Longitudinal Stress Factors, K -3223-3 Short Duration (< 5 min) Allowable Longitudinal Tensile Stress Values -3311.2-1 Stress Intensification Factor, i
876	I-105 Horizontal Axis Position
877	I-121-1 Polyethylene Pipe Butt Fusion Joint 0.D. Bead (Cross-Section View)
878	I-131.2 Tensile Full Thickness Impact Test Coupon Configuration
879	I-131.7 Tensile Test Sample Evaluation Sample I-133.1 Bend Specimen I-221(b)-1 Minimum Melt Bead Size
880	I-131.4 Testing Speed I-221(b)-1 Minimum Melt I-221(b)-2 Maximum Heater Plate Removal Time for Pipe-to-Pipe Fusing
885	III-1 PE Standards and Specifications Referenced in Text
889	IV-121 Certification Requirements for Polyethylene Compound
890	IV-141.1 Minimum Quality Testing Requirements for Polyethylene Compound Lots IV-141.2 Minimum Quality Testing Requirements for Natural Compound Lots
891	IV-141.3 Minimum Quality Testing Requirements for Pigment Concentrate Compound Lots IV-142.1 Minimum Quality Testing Requirements for Polyethylene Source Material IV-142(b) Minimum Quality Testing Requirements for Polyethylene Material — Pipe
894	A-110-1 Fusion Standards and Specifications Referenced in Text
897	B-1 Typical Time/pressure Diagram of a Butt Fusion Joint
898	B-2 Correct Procedure
899	B-3 Incorrect Procedures
901	C-1 Fusion Bead Configuration
902	D-1 Standards and Specifications Referenced in Text D-2 Seismic Strain Limits
903	E-1 Polyethylene Material Organization Responsibilities per NCA-3970