{"id":373835,"date":"2024-10-20T02:35:53","date_gmt":"2024-10-20T02:35:53","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-cc-nc-2013\/"},"modified":"2024-10-26T04:33:10","modified_gmt":"2024-10-26T04:33:10","slug":"asme-bpvc-cc-nc-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-cc-nc-2013\/","title":{"rendered":"ASME BPVC CC NC 2013"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
116<\/td>\n2900-1A 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 <\/td>\n<\/tr>\n
117<\/td>\n2900-1B 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 <\/td>\n<\/tr>\n
118<\/td>\n2900-2A Visual Examination Criteria and Repair Requirements for Inside-Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter <\/td>\n<\/tr>\n
119<\/td>\n2900-2B Visual Examination Criteria and Repair Requirements for Outside Surfaces of RTRP Pipe and Fittings Greater Than 16 in. Diameter <\/td>\n<\/tr>\n
120<\/td>\n2900-3A 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 <\/td>\n<\/tr>\n
121<\/td>\n2900-3B 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 <\/td>\n<\/tr>\n
123<\/td>\n-3133-1 Material Compressive Strength
-3611-1 Allowable Tensile Design Stresses in Pipe Meeting the Requirements of D2992 <\/td>\n<\/tr>\n
125<\/td>\n-3643-1 Overlay Tensile Stress <\/td>\n<\/tr>\n
126<\/td>\n-3643.3(c)-1 Reinforcement of Branch Connections <\/td>\n<\/tr>\n
127<\/td>\n-3643-2 Overlay Shear Strength <\/td>\n<\/tr>\n
129<\/td>\n-3662-1 Adhesive Shear Strength <\/td>\n<\/tr>\n
130<\/td>\n-3662-1 Bell and Spigot Adhesive Bonded Joint <\/td>\n<\/tr>\n
131<\/td>\n-3663-1 Bell and Spigot Adhesive Bonded Joint With Laminated Fiberglass Overlay
-3664-1 Bell and Spigot Gasket Joint With Laminated Fiberglass Overlay <\/td>\n<\/tr>\n
132<\/td>\n-3665-1 Butt and Strap Joint <\/td>\n<\/tr>\n
135<\/td>\n-4611 Cutting Requirements <\/td>\n<\/tr>\n
140<\/td>\nI-1 Hydrostatic Design Basis Categories <\/td>\n<\/tr>\n
147<\/td>\nII-4.4-1 Minimum Mechanical Property Requirements
II-4.4-2 <\/td>\n<\/tr>\n
148<\/td>\nII-4.4-3 Nominal Diameter Dimensions and Tolerances <\/td>\n<\/tr>\n
157<\/td>\nV-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 <\/td>\n<\/tr>\n
159<\/td>\nV-7.5-1 Test Assembly Configuration
V-7.5-2 Bolt Torquing Sequence <\/td>\n<\/tr>\n
209<\/td>\n-1511-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of \u03b1\u0278L From Figure -1511-1 and Figure -1511-2) <\/td>\n<\/tr>\n
210<\/td>\n-1511-2 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Cylindrical Shells (Use Larger Value of \u03b1\u0278L From Figure -1511-1 and -1511-2) <\/td>\n<\/tr>\n
211<\/td>\n-1512-1 Capacity Reduction Factors for Local Buckling of Stiffened and Unstiffened Spherical Shells <\/td>\n<\/tr>\n
212<\/td>\n-1610-1 Plastic Reduction Factors for Buckling Analysis by Formula <\/td>\n<\/tr>\n
213<\/td>\n-1620-1 Plasticity Reduction Factors for Bifurcation Buckling Analysis <\/td>\n<\/tr>\n
215<\/td>\n-1712.1.1-1 Theoretical Local Buckling Stress Coefficients for Stiffened and Unstiffened Cylindrical Shells <\/td>\n<\/tr>\n
217<\/td>\n-1712.1.2-1 Theoretical Local Buckling Stress Coefficients for Stringer Stiffened Cylinder Subjected to In-Plane Shear <\/td>\n<\/tr>\n
220<\/td>\n-1713.1-1 Interaction Curves for Elastic Buckling of Cylinders Under Combined Loads <\/td>\n<\/tr>\n
222<\/td>\n-1713.1.3-1 Radii R1 and R2 For Toroidal and Ellipsoidal Head <\/td>\n<\/tr>\n
223<\/td>\n-1713.2-1 Interaction Curves for Inelastic Buckling of Cylinders Under Combined Loads <\/td>\n<\/tr>\n
226<\/td>\n-1800-1 Flowchart <\/td>\n<\/tr>\n
232<\/td>\n-2830-1 Permissible Bellows Material Specifications (Piping, Tubing) <\/td>\n<\/tr>\n
233<\/td>\n-2841-1 Permissible Material for Welded Bellows Tubes (Plate, Sheet, Strip) <\/td>\n<\/tr>\n
236<\/td>\n-3742-1 Classification of Stress Intensity in Bellows <\/td>\n<\/tr>\n
237<\/td>\n-3742.1-1 Definition of A\u00af, and Ac <\/td>\n<\/tr>\n
242<\/td>\n-3742.6(h)-1 Zero Strain Modulus
-3742.6(h)-2 Determination of |Z| <\/td>\n<\/tr>\n
243<\/td>\n-3742.6(h)-3 Dimensionless Midplane Stress Value <\/td>\n<\/tr>\n
244<\/td>\n-3752.3(a) Time-independent Buckling Safety Margins
-3752.3(b) Time Dependent Buckling Factors <\/td>\n<\/tr>\n
250<\/td>\n-4224.1-1 Bellows Profile Tolerances and Nomenclature <\/td>\n<\/tr>\n
251<\/td>\n-4224.1 Bellows Tolerances <\/td>\n<\/tr>\n
252<\/td>\n-4224.1-2 Requirement for Proving Sufficient Flexibility to Allow Axial Fixturing
-4224.1-3 Requirement for Proving Sufficient Flexibility to Allow Offset Fixturing <\/td>\n<\/tr>\n
253<\/td>\n-4224.1-4 Ball Analogy for Curvature Tolerance
-4245 Types of Permissible Primary Pressure Boundary Bellows End Attachment Welds <\/td>\n<\/tr>\n
297<\/td>\n-2410-1 Inspection Program A <\/td>\n<\/tr>\n
298<\/td>\n-2410-2 Inspection Program B <\/td>\n<\/tr>\n
299<\/td>\n-2500-1 Examination Categories <\/td>\n<\/tr>\n
369<\/td>\n7-1 Meridional Straightness Tolerance <\/td>\n<\/tr>\n
370<\/td>\nA-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 \u2264300\u00b0F <\/td>\n<\/tr>\n
371<\/td>\nA-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 \u2264300\u00b0F
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 \u2264300\u00b0F <\/td>\n<\/tr>\n
372<\/td>\nA-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 \u2264300\u00b0F
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 \u2264300\u00b0F <\/td>\n<\/tr>\n
373<\/td>\nA-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 \u2264300\u00b0F
A-1.1 Tabular Values for Figure A-1 <\/td>\n<\/tr>\n
374<\/td>\nA-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 <\/td>\n<\/tr>\n
375<\/td>\nA-5.1 Tabular Values for Figure A-5 <\/td>\n<\/tr>\n
377<\/td>\nA-6.1 Tabular Values for Figure A-6 <\/td>\n<\/tr>\n
510<\/td>\nIII-1 Corrective Action Requirements for Inserted Form CIPP Pressure Boundary <\/td>\n<\/tr>\n
513<\/td>\nIII-2 Corrective Action Requirements for Sprayed Form CIPP Pressure Boundary <\/td>\n<\/tr>\n
862<\/td>\n-4310-1 Thermal Fusion Butt Joint <\/td>\n<\/tr>\n
863<\/td>\n-4421.3-1 Tapered Transition Joint <\/td>\n<\/tr>\n
864<\/td>\n-4421.3-1 Tapered Transition Joint (Cont’d) <\/td>\n<\/tr>\n
865<\/td>\n-4520-1 Transition Flange Arrangement
5321-1 Polyethylene Pipe Butt Fusion Joint O.D. Bead (Cross Section View) <\/td>\n<\/tr>\n
866<\/td>\n-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) <\/td>\n<\/tr>\n
867<\/td>\n-3131-1(d) Elevated Temperature Allowable Stress, S, for Polyethylene (MPa)
-3210-1 Maximum Allowable Ring Deflection, \u03a9max
-3210-2(a) Soil Support Factor, FS (in.)
-3210-2(b) Soil Support Factor, FS (mm) <\/td>\n<\/tr>\n
868<\/td>\n-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) <\/td>\n<\/tr>\n
869<\/td>\n-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 <\/td>\n<\/tr>\n
876<\/td>\nI-105 Horizontal Axis Position <\/td>\n<\/tr>\n
877<\/td>\nI-121-1 Polyethylene Pipe Butt Fusion Joint 0.D. Bead (Cross-Section View) <\/td>\n<\/tr>\n
878<\/td>\nI-131.2 Tensile Full Thickness Impact Test Coupon Configuration <\/td>\n<\/tr>\n
879<\/td>\nI-131.7 Tensile Test Sample Evaluation Sample
I-133.1 Bend Specimen
I-221(b)-1 Minimum Melt Bead Size <\/td>\n<\/tr>\n
880<\/td>\nI-131.4 Testing Speed
I-221(b)-1 Minimum Melt
I-221(b)-2 Maximum Heater Plate Removal Time for Pipe-to-Pipe Fusing <\/td>\n<\/tr>\n
885<\/td>\nIII-1 PE Standards and Specifications Referenced in Text <\/td>\n<\/tr>\n
889<\/td>\nIV-121 Certification Requirements for Polyethylene Compound <\/td>\n<\/tr>\n
890<\/td>\nIV-141.1 Minimum Quality Testing Requirements for Polyethylene Compound Lots
IV-141.2 Minimum Quality Testing Requirements for Natural Compound Lots <\/td>\n<\/tr>\n
891<\/td>\nIV-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 \u2014 Pipe <\/td>\n<\/tr>\n
894<\/td>\nA-110-1 Fusion Standards and Specifications Referenced in Text <\/td>\n<\/tr>\n
897<\/td>\nB-1 Typical Time\/pressure Diagram of a Butt Fusion Joint <\/td>\n<\/tr>\n
898<\/td>\nB-2 Correct Procedure <\/td>\n<\/tr>\n
899<\/td>\nB-3 Incorrect Procedures <\/td>\n<\/tr>\n
901<\/td>\nC-1 Fusion Bead Configuration <\/td>\n<\/tr>\n
902<\/td>\nD-1 Standards and Specifications Referenced in Text
D-2 Seismic Strain Limits <\/td>\n<\/tr>\n
903<\/td>\nE-1 Polyethylene Material Organization Responsibilities per NCA-3970 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC CODE CASES: Nuclear Components-2013<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2013<\/td>\n1148<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":373843,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-373835","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/373835","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/373843"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=373835"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=373835"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=373835"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}