{"id":363177,"date":"2024-10-20T01:44:04","date_gmt":"2024-10-20T01:44:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-a-2013\/"},"modified":"2024-10-26T02:43:57","modified_gmt":"2024-10-26T02:43:57","slug":"asme-bpvc-iii-1-a-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-a-2013\/","title":{"rendered":"ASME BPVC III 1 A 2013"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
38<\/td>\n1 Section III Appendices Reference Table <\/td>\n<\/tr>\n
50<\/td>\nI-9.0 Tabulated Values of Sa, ksi, From Figures I-9.1 through I-9.4 <\/td>\n<\/tr>\n
51<\/td>\nI-9.0M Tabulated Values of Sa, MPa, From Figures I-9.1M through I-9.4M <\/td>\n<\/tr>\n
52<\/td>\nI-9.1 Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 700\u00b0F <\/td>\n<\/tr>\n
53<\/td>\nI-9.1M Design Fatigue Curves for Carbon, Low Alloy, and High Tensile Steels for Metal Temperatures Not Exceeding 370\u00b0C <\/td>\n<\/tr>\n
54<\/td>\nI-9.1 Tabulated Values of Sa, ksi (MPa), From Figures I-9.1 and I-9.1M <\/td>\n<\/tr>\n
55<\/td>\nI-9.2 Design Fatigue Curves for Austenitic Steels, Nickel\u2013Chromium\u2013Iron Alloy, Nickel\u2013Iron\u2013Chromium Alloy, and Nickel\u2013Copper Alloy for Temperatures Not Exceeding 800\u00b0F <\/td>\n<\/tr>\n
56<\/td>\nI-9.2M Design Fatigue Curves for Austenitic Steels, Nickel\u2013Chromium\u2013Iron Alloy, Nickel\u2013Iron\u2013Chromium Alloy, and Nickel\u2013Copper Alloy for Temperatures Not Exceeding 425\u00b0C <\/td>\n<\/tr>\n
57<\/td>\nI-9.2 Tabulated Values of Sa, ksi (MPa), From Figures I-9.2 and I-9.2M <\/td>\n<\/tr>\n
58<\/td>\nI-9.3 Design Fatigue Curves for Wrought 70 Copper\u201330 Nickel Alloy for Temperatures Not Exceeding 800\u00b0F <\/td>\n<\/tr>\n
59<\/td>\nI-9.3M Design Fatigue Curves for Wrought 70 Copper\u201330 Nickel Alloy for Temperatures Not Exceeding 425\u00b0C <\/td>\n<\/tr>\n
60<\/td>\nI-9.4 Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 700\u00b0F <\/td>\n<\/tr>\n
61<\/td>\nI-9.4M Design Fatigue Curves for High Strength Steel Bolting for Temperatures Not Exceeding 370\u00b0C <\/td>\n<\/tr>\n
62<\/td>\nI-9.5 Design Fatigue Curves for Nickel\u2013Chromium\u2013Molybdenum\u2013Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 800\u00b0F <\/td>\n<\/tr>\n
63<\/td>\nI-9.5M Design Fatigue Curves for Nickel\u2013Chromium\u2013Molybdenum\u2013Iron Alloys (UNS N06003, N06007, N06455, and N10276) for Temperatures Not Exceeding 425\u00b0C <\/td>\n<\/tr>\n
64<\/td>\nI-9.5 Tabulated Values of Sa, ksi (MPa), From Figures I-9.5 and I-9.5M <\/td>\n<\/tr>\n
65<\/td>\nI-9.6 Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 600\u00b0F <\/td>\n<\/tr>\n
66<\/td>\nI-9.6M Design Fatigue Curves for Grade 9 Titanium for Temperatures Not Exceeding 315\u00b0C <\/td>\n<\/tr>\n
67<\/td>\nI-9.6 Tabulated Values of Sa, ksi (MPa), for Grade 9 Titanium From Figures I-9.6 and I-9.6M <\/td>\n<\/tr>\n
68<\/td>\nI-9.7 Design Fatigue Curves for Nickel\u2013Chromium Alloy 718 (SB-637 UNS N07718) for Design of 2 in. (50 mm) and Smaller Diameter Bolting for Temperatures Not Exceeding 800\u00b0F (427\u00b0C) <\/td>\n<\/tr>\n
69<\/td>\nI-9.7 Tabulated Values of Sa, ksi (MPa), From Figure I-9.7 <\/td>\n<\/tr>\n
70<\/td>\nI-9.8 Design Fatigue Curves (ksi) for Ductile Cast Iron <\/td>\n<\/tr>\n
71<\/td>\nI-9.8M Design Fatigue Curves (MPa) for Ductile Cast Iron <\/td>\n<\/tr>\n
72<\/td>\nI-9.8 Tabulated Values of Sa, ksi, From Figure I-9.8 <\/td>\n<\/tr>\n
73<\/td>\nI-9.8M Tabulated Values of Sa, MPa, From Figure I-9.8M <\/td>\n<\/tr>\n
77<\/td>\nII-1430-1 Construction for II-1430 <\/td>\n<\/tr>\n
78<\/td>\nII-1520(c)-1 Construction of the Testing Parameters Ratio Diagram <\/td>\n<\/tr>\n
79<\/td>\nII-1520(c)-2 Construction of the Testing Parameters Ratio Diagram for Accelerated Tests <\/td>\n<\/tr>\n
82<\/td>\nII-2310-1 Schematic of Test Assembly <\/td>\n<\/tr>\n
83<\/td>\nII-2330-1 Displacement D and Force F Recorded During Loading and Unloading of Test Specimen, With Linear Displacement <\/td>\n<\/tr>\n
84<\/td>\nII-2440-1 Stress Intensification Increase Factor <\/td>\n<\/tr>\n
90<\/td>\nN-1 Certificate Holder\u2019s Data Report for Nuclear Vessels* <\/td>\n<\/tr>\n
92<\/td>\nN-1A Certificate Holder\u2019s Data Report for Nuclear Vessels* <\/td>\n<\/tr>\n
93<\/td>\nN-2 Certificate Holder\u2019s Data Report for Identical Nuclear Parts and Appurtenances <\/td>\n<\/tr>\n
95<\/td>\nN-3 Owner\u2019s Data Report for Nuclear Power Plant Components* <\/td>\n<\/tr>\n
97<\/td>\nN-5 Certificate Holder’s Data Report for Installation or Shop Assembly or Nuclear Power Plant Components, Supports, and Appurtenances <\/td>\n<\/tr>\n
99<\/td>\nN-6 Certificate Holders\u2019 Data Report for Storage Tanks* <\/td>\n<\/tr>\n
101<\/td>\nNPP-1 Certificate Holder’s Data Report For Fabricated Nuclear Piping Subassemblies <\/td>\n<\/tr>\n
103<\/td>\nNPV-1 Certificate Holder\u2019s Data Report for Nuclear Pumps or Valves* <\/td>\n<\/tr>\n
105<\/td>\nNV-1 Certificate Holder\u2019s Data Report for Pressure or Vacuum Relief Valves* <\/td>\n<\/tr>\n
107<\/td>\nNCS-1 Certificate Holder\u2019s Data Report for Core Support Structures* <\/td>\n<\/tr>\n
108<\/td>\nNF-1 Certificate Holder\u2019s Data Report for Supports* <\/td>\n<\/tr>\n
110<\/td>\nNM-1 Certificate Holder\u2019s Data Report for Tubular Products and Fittings Welded with Filler Metal* <\/td>\n<\/tr>\n
111<\/td>\nNS-1 Certificate Holder\u2019s Certificate of Conformance for Welded Supports* <\/td>\n<\/tr>\n
113<\/td>\nC-1 Certificate Holder\u2019s Data Report for Concrete Reactor Vessels and Containments* <\/td>\n<\/tr>\n
115<\/td>\nV-1000 Guide for Preparation of Data Report Forms <\/td>\n<\/tr>\n
121<\/td>\nVI-1132-1 Maximum Size of Nonrelevant Indications and Acceptable Rounded Indications \u2014 Examples Only <\/td>\n<\/tr>\n
122<\/td>\nVI-1134-1 Aligned Rounded Indications <\/td>\n<\/tr>\n
123<\/td>\nVI-1134-2 Groups of Aligned Rounded Indications <\/td>\n<\/tr>\n
124<\/td>\nVI-1136-1 Charts for t Equal to 1\/8 in. to 1\/4 in. (3 mm to 6 mm), Inclusive
VI-1136-2 Charts for t Over 1\/4 in. to 3\/8 in. (6 mm to 10 mm), Inclusive <\/td>\n<\/tr>\n
125<\/td>\nVI-1136-3 Charts for t Over 3\/8 in. to 3\/4 in. (10 mm to 19 mm), Inclusive <\/td>\n<\/tr>\n
126<\/td>\nVI-1136-4 Charts for t Over 3\/4 in. to 2 in. (19 mm to 50 mm), Inclusive <\/td>\n<\/tr>\n
127<\/td>\nVI-1136-5 Charts for t Over 2 in. to 4 in. (50 mm to 100 mm), Inclusive <\/td>\n<\/tr>\n
128<\/td>\nVI-1136-6 Charts for t Over 4 in. (100 mm) <\/td>\n<\/tr>\n
133<\/td>\nXI-3120-1 Types of Flanges <\/td>\n<\/tr>\n
137<\/td>\nXI-3221.1-1 Gasket Materials and Contact Facings <\/td>\n<\/tr>\n
139<\/td>\nXI-3221.1-2 Effective Gasket Width <\/td>\n<\/tr>\n
140<\/td>\nXI-3230-1 Moment Arms for Flange Loads <\/td>\n<\/tr>\n
141<\/td>\nXI-3240-1 Flange Factors in Formula Form <\/td>\n<\/tr>\n
143<\/td>\nXI-3240-1 Values of T, U, Y, and Z (Terms Involving K) <\/td>\n<\/tr>\n
144<\/td>\nXI-3240-2 Values of F (Integral Flange Factors) <\/td>\n<\/tr>\n
145<\/td>\nXI-3240-3 Values of V (Integral Flange Factors) <\/td>\n<\/tr>\n
146<\/td>\nXI-3240-4 Values of FL (Loose Hub Flange Factors)
XI-3240-5 Values of VL (Loose Hub Flange Factors) <\/td>\n<\/tr>\n
147<\/td>\nXI-3240-6 Values of f (Hub Stress Correction Factor) <\/td>\n<\/tr>\n
154<\/td>\nXIII-1130-1 Classification of Stress Intensity in Vessels for Some Typical Cases <\/td>\n<\/tr>\n
156<\/td>\nXIII-1141-1 Stress Categories and Limits of Stress Intensity <\/td>\n<\/tr>\n
158<\/td>\nXIII-1153(a)-1 Values of m, n, and Tmax for Various Classes of Permitted Materials <\/td>\n<\/tr>\n
160<\/td>\nXIII-2122-1 Direction of Stress Components <\/td>\n<\/tr>\n
161<\/td>\nXIII-2123-1 Nozzles in Spherical Shells and Formed Heads
XIII-2123-2 Nozzles in Cylindrical Shells <\/td>\n<\/tr>\n
162<\/td>\nXIII-2124(e)-1 Nozzle Nomenclature and Dimensions <\/td>\n<\/tr>\n
168<\/td>\nXVIII-1110-1 Superheat Correction Factor Ksh <\/td>\n<\/tr>\n
170<\/td>\nXVIII-1110-1M Superheat Correction Factor Ksh <\/td>\n<\/tr>\n
172<\/td>\nXVIII-1110-1 Constant C for Gas or Vapor Related to Ratio of Specific Heats (k = cp\/cv)
XVIII-1110(a)-1 Molecular Weights of Gases and Vapors <\/td>\n<\/tr>\n
173<\/td>\nXVIII-1110-1M Constant C for Gas or Vapor Related to Ratio of Specific Heats (k =cp\/cv)
XVIII-1140-1 Flow Capacity Curve for Rating Nozzle Type Safety Valves on Saturated Water (Based on 10% Overpressure) <\/td>\n<\/tr>\n
174<\/td>\nXVIII-1140-1M Flow Capacity Curve for Rating Nozzle Type Safety Valves on Saturated Water (Based on 10% Overpressure) <\/td>\n<\/tr>\n
175<\/td>\nXIX-1110-1 Applicable Configurations of Flat Heads <\/td>\n<\/tr>\n
176<\/td>\nXIX-1110-2 Integral Flat Head With Large Central Opening <\/td>\n<\/tr>\n
181<\/td>\nXXII-1200-1 Values of \u0394 for Junctions at the Large Cylinder for \u03b1 \u2264 60 deg <\/td>\n<\/tr>\n
187<\/td>\nA-1 Design Specification (Div. 1 and 2) <\/td>\n<\/tr>\n
188<\/td>\nA-2 Design Report <\/td>\n<\/tr>\n
189<\/td>\nA-3 Overpressure Protection Report (Div. 1 and 2)
A-4 Design Specification (Div. 3) <\/td>\n<\/tr>\n
190<\/td>\nB1 Design Specification \u2014 Divisions 1 and 2
A-5 Fabrication Specification (Div. 3) <\/td>\n<\/tr>\n
191<\/td>\nB2 Design Report \u2014 Division 1
B3 Overpressure Protection Report \u2014 Divisions 1 and 2
B4 Load Capacity Data Sheet \u2014 Division 1 <\/td>\n<\/tr>\n
192<\/td>\nB5 Construction Specification, Design Drawings, and Design Report \u2014 Division 2
B6 Design Specification \u2014 Division 3
B7 Design Report \u2014 Division 3
B8 Fabrication Specification \u2014 Division 3 <\/td>\n<\/tr>\n
194<\/td>\nXXIV-1000 Standard Units for Use in Equations <\/td>\n<\/tr>\n
197<\/td>\nA-2120-1 <\/td>\n<\/tr>\n
202<\/td>\nA-3120-1 <\/td>\n<\/tr>\n
208<\/td>\nA-5120-1 <\/td>\n<\/tr>\n
209<\/td>\nA-5212-1
A-5213-1
A-5221-1 <\/td>\n<\/tr>\n
210<\/td>\nA-5222-1 <\/td>\n<\/tr>\n
211<\/td>\nA-5240-1 <\/td>\n<\/tr>\n
213<\/td>\nA-6230-1 <\/td>\n<\/tr>\n
214<\/td>\nA-6230-2 <\/td>\n<\/tr>\n
215<\/td>\nA-6230-3
A-6230-4
A-6230-5 <\/td>\n<\/tr>\n
221<\/td>\nA-8120-1 <\/td>\n<\/tr>\n
222<\/td>\nA-8131-1 <\/td>\n<\/tr>\n
223<\/td>\nA-8132.1-1
A-8132.2-1
A-8132.3-1
A-8132.4-1 <\/td>\n<\/tr>\n
224<\/td>\nA-8142-1 <\/td>\n<\/tr>\n
225<\/td>\nA-8142-2 <\/td>\n<\/tr>\n
226<\/td>\nA-8142-3 <\/td>\n<\/tr>\n
228<\/td>\nA-8142-4 <\/td>\n<\/tr>\n
229<\/td>\nA-8142-5 <\/td>\n<\/tr>\n
230<\/td>\nA-8142-6 <\/td>\n<\/tr>\n
231<\/td>\nA-8143.2-1 <\/td>\n<\/tr>\n
232<\/td>\nA-8153-1 <\/td>\n<\/tr>\n
234<\/td>\nA-9210(d)-1 Interaction Curve for Beams Subject to Bending and Shear or to Bending, Shear, and Direct Loads <\/td>\n<\/tr>\n
235<\/td>\nA-9210(d)-1 Interaction Equations for Common Beam Shapes <\/td>\n<\/tr>\n
236<\/td>\nA-9521(b)-1 <\/td>\n<\/tr>\n
237<\/td>\nA-9523.1-1 Sign Convention and Nomenclature
A-9531-1 Bending and Shear Stresses <\/td>\n<\/tr>\n
239<\/td>\nA-9532(c)(3)-1 Interaction Exponent <\/td>\n<\/tr>\n
240<\/td>\nA-9533(b)-1 Interaction Curve for Bending and Tension
A-9541-1 Trapezoidal stress\u2013Strain Relationship <\/td>\n<\/tr>\n
241<\/td>\nA-9541-2 Ultimate and Yield Trapezoidal Intercept Stresses
A-9541-3 Linearized Ultimate and Yield Bending Stresses for Rectangular Section <\/td>\n<\/tr>\n
242<\/td>\nA-9541-4 Proportional Limit as a Function of Yield Stress <\/td>\n<\/tr>\n
243<\/td>\nA-9542-1 Linearized Bending Stress Versus Allowable Stress for SA-672 A50 Material at 600\u00b0F (316\u00b0C) <\/td>\n<\/tr>\n
247<\/td>\nB-2123-1 Time\u2010Dependent Load Information <\/td>\n<\/tr>\n
264<\/td>\nD-1210-1 Suggested Minimum Preheat Temperatures <\/td>\n<\/tr>\n
268<\/td>\nE-1210-1 Gasket Materials and Contact Facings <\/td>\n<\/tr>\n
270<\/td>\nE-1210-2 Effective Gasket Width <\/td>\n<\/tr>\n
273<\/td>\nF-1200-1 Level D Service Limits \u2014 Components and Supports Elastic System Analysis Acceptance Criteria <\/td>\n<\/tr>\n
283<\/td>\nG-2210-1 <\/td>\n<\/tr>\n
284<\/td>\nG-2210-1M <\/td>\n<\/tr>\n
285<\/td>\nG-2214-1 <\/td>\n<\/tr>\n
286<\/td>\nG-2214-1M <\/td>\n<\/tr>\n
287<\/td>\nG-2214-2 <\/td>\n<\/tr>\n
298<\/td>\nL-3191-1 Bolt Hole Flexibility Factor <\/td>\n<\/tr>\n
299<\/td>\nL-3191-2 Flange Dimensions and Forces <\/td>\n<\/tr>\n
300<\/td>\nL-3212-1 Trial Flange Thickness and Area of Bolting for Various Groups of Assemblies and Flange Categories <\/td>\n<\/tr>\n
301<\/td>\nL-3230-1 Group 1 Flange Assembly (Identical Flange Pairs) <\/td>\n<\/tr>\n
302<\/td>\nL-3230-2 Group 2 Flange Assembly
L-3230-3 Group 3 Flange Assembly <\/td>\n<\/tr>\n
303<\/td>\nL-3240-1 Summary of Applicable Equations for Different Groups of Assemblies and Different Categories of Flanges <\/td>\n<\/tr>\n
311<\/td>\nN-1211(a)-1 Horizontal Design Response Spectra Scaled to 1g Horizontal Ground Acceleration <\/td>\n<\/tr>\n
312<\/td>\nN-1211(a)-1 Horizontal Design Response Spectra Relative Values of Spectrum Amplification Factors for Control Points <\/td>\n<\/tr>\n
313<\/td>\nN-1211(b)-1 Vertical Design Response Spectra Scaled to 1g Horizontal Ground Acceleration <\/td>\n<\/tr>\n
314<\/td>\nN-1211(b)-1 Vertical Design Response Spectra Relative Values of Spectrum Amplification Factors for Control Points <\/td>\n<\/tr>\n
315<\/td>\nN-1211(a)-1M Horizontal Design Response Spectra Scaled to 1g Horizontal Ground Acceleration <\/td>\n<\/tr>\n
316<\/td>\nN-1211(b)-1M Vertical Design Response Spectra Scaled to 1g Horizontal Ground Acceleration <\/td>\n<\/tr>\n
323<\/td>\nN-1225.1.1(b)-1 Minimum Support Load Factor <\/td>\n<\/tr>\n
325<\/td>\nN-1226-1 Suggested Frequencies, Hz, for Calculation of Ground and Floor Response Spectra <\/td>\n<\/tr>\n
326<\/td>\nN-1226-1 Response Spectrum Peak Broadening and Peak Amplitude <\/td>\n<\/tr>\n
328<\/td>\nN-1226-2 Use of Floor Spectra When Several Equipment Frequencies Are Within the Widened Spectral Peak <\/td>\n<\/tr>\n
332<\/td>\nN-1228.3-1 Coefficients for a Component of Shear for a Unit Displacement of a Nondatum Support <\/td>\n<\/tr>\n
333<\/td>\nN-1230-1 Damping Values <\/td>\n<\/tr>\n
339<\/td>\nN-1311-1 Added Mass for Lateral Acceleration of Structures in a Fluid Reservoir <\/td>\n<\/tr>\n
340<\/td>\nN-1311-2 Guidelines for Damping of Flow\u2010Induced Vibration <\/td>\n<\/tr>\n
341<\/td>\nN-1321-1 Vortices Shed From a Circular Cylinder
N-1321-2 Some Typical Cross Sections of Bluff Bodies That Can Experience Vortex Shedding <\/td>\n<\/tr>\n
343<\/td>\nN-1323-1 Synchronization of the Vortex Shedding Frequency and the Tube Natural Frequency for a Single, Flexibly\u2010Mounted Circular Cylinder <\/td>\n<\/tr>\n
344<\/td>\nN-1324.2(a)-1 Semiempirical Correlations for Predicting Resonant Vortex\u2010Induced Vibration Amplitude <\/td>\n<\/tr>\n
346<\/td>\nN-1331-1 Response of a Tube Bank to Cross Flow (Ref. [115]) <\/td>\n<\/tr>\n
347<\/td>\nN-1331-2 Tube Vibration Patterns at Fluidelastic Instability for a Four\u2010Tube Row (Ref. [118]) <\/td>\n<\/tr>\n
348<\/td>\nN-1331-3 Tube Arrangements <\/td>\n<\/tr>\n
349<\/td>\nN-1331-4 Stability Diagram <\/td>\n<\/tr>\n
353<\/td>\nN-1343-1 Random Excitation Coefficient for Arrays in Cross Flow (Ref. [100]) <\/td>\n<\/tr>\n
356<\/td>\nN-1430-1 Vibration Forms for Circular Cylindrical Shells <\/td>\n<\/tr>\n
359<\/td>\nN-1451-1 Comparison of Fritz and Kiss Solution With Exact Solution <\/td>\n<\/tr>\n
362<\/td>\nN-1470-1 Imaginary Part of Z as a Function of b\/a for Selected Value of S (Ref. [146]) <\/td>\n<\/tr>\n
364<\/td>\nN-1722.2-1 Definition of Notation <\/td>\n<\/tr>\n
366<\/td>\nN-1723.1-1
N-1723.1-2 <\/td>\n<\/tr>\n
367<\/td>\nN-1723.1-3
N-1723.1-4 <\/td>\n<\/tr>\n
375<\/td>\nO-1120(e)-1 Application Point of Venting Force F
O-1120(e)-2 Limiting Safety Valve Arrangements and Dimensions <\/td>\n<\/tr>\n
383<\/td>\nQ-1130-1 Typical Hub and Clamp <\/td>\n<\/tr>\n
384<\/td>\nQ-1130-2 Typical Clamp Lug Configurations <\/td>\n<\/tr>\n
386<\/td>\nQ-1180-1 Allowable Design Stress for Clamp Connections <\/td>\n<\/tr>\n
388<\/td>\nR-1200-1 Determination of Permissible Lowest Service Metal Temperature <\/td>\n<\/tr>\n
391<\/td>\nS-1600-1 Typical Centrifugal Pump Shaft Failure Locations <\/td>\n<\/tr>\n
393<\/td>\nS-2300-1 Steps in the Design of a Pump Shaft <\/td>\n<\/tr>\n
397<\/td>\nT-1213-1 Illustrations of Angular Dimensions \u2014 Pipe Legs, Valves, Supports, Bends <\/td>\n<\/tr>\n
398<\/td>\nT-1213-2 Illustrations of Linear Dimensions <\/td>\n<\/tr>\n
399<\/td>\nT-1222-1 Branch\/Run Size Combinations <\/td>\n<\/tr>\n
402<\/td>\nU-1600-1 Summary of Requirements <\/td>\n<\/tr>\n
403<\/td>\nU-1500-1 Typical for Type A, C, E, F, and\/or Some J (NB\u20103400) Pumps <\/td>\n<\/tr>\n
404<\/td>\nU-1500-2 Typical for Type B and D Pumps (NC-3400 and ND\u20103400) <\/td>\n<\/tr>\n
405<\/td>\nU-1500-3 Typical for Type G and H Pumps (NC-3400 and ND\u20103400) <\/td>\n<\/tr>\n
406<\/td>\nU-1500-4 Typical for Type K Pumps (NC-3400 and ND\u20103400) <\/td>\n<\/tr>\n
407<\/td>\nU-1500-5 Typical for Type L Pumps (NC-3400 and ND\u20103400) <\/td>\n<\/tr>\n
408<\/td>\nU-1500-6 Reciprocating Plunger Pump (NC-3400 and ND\u20103400) <\/td>\n<\/tr>\n
410<\/td>\nU-1500-7 Typical for Type A and C Pumps (NC-3400 and ND\u20103400) <\/td>\n<\/tr>\n
411<\/td>\nU-1610-1 Materials for Pump Internal Items for Class 1, 2, and 3 Pumps <\/td>\n<\/tr>\n
418<\/td>\nW-2100-1 Environmental Conditions Required for SCC <\/td>\n<\/tr>\n
443<\/td>\nY-2300-1 Nomenclature Illustration <\/td>\n<\/tr>\n
446<\/td>\nY-3300-1 Nomenclature Illustration <\/td>\n<\/tr>\n
449<\/td>\nY-4200-1 Weld Type Illustration
Y-4300-1 Nomenclature Illustration <\/td>\n<\/tr>\n
452<\/td>\nY-5300-1 Nomenclature Illustration <\/td>\n<\/tr>\n
463<\/td>\nBB-3300-1 Bellows Configuration and Wrap Angle, \u03b1 <\/td>\n<\/tr>\n
470<\/td>\nCC-3120-1 Correlation of Service Loadings and Stress Limit Coefficients <\/td>\n<\/tr>\n
475<\/td>\nDD-1100-1 Polyethylene Material Organization Responsibilities Per NCA-3970 <\/td>\n<\/tr>\n
477<\/td>\nEE-1120-1 Typical Engineering Tensile Stress\u2013Strain Curve [1] <\/td>\n<\/tr>\n
478<\/td>\nEE-1120-2 Comparison of Engineering and True Stress\u2013Strain Curves (Ref. [1]) <\/td>\n<\/tr>\n
479<\/td>\nEE-1150-1 Examples of Triaxiality Factor Calculations <\/td>\n<\/tr>\n
482<\/td>\nEE-1230-1 Quasi-static Tensile Test Results for 304\/304L Base and Welded Material at 300\u00b0F (149\u00b0C) <\/td>\n<\/tr>\n
483<\/td>\nEE-1230-2 Quasi-static Tensile Test Results for 316\/316L Base and Welded Material at 300\u00b0F (149\u00b0C)
EE-1230-3 Comparison of Base and Welded 304\/304L Material to Identical Impact Tests at \u221220\u00b0F (\u221229\u00b0C) <\/td>\n<\/tr>\n
484<\/td>\nEE-1230-4 Comparison of Base and Welded 316\/316L Material to Identical Impact Tests at \u221220\u00b0F (\u221229\u00b0C)
EE-1250-1 Factors for Specified Strain Rates <\/td>\n<\/tr>\n
487<\/td>\nFF-1122-1 Permitted Material Specifications and Products <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – A -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Appendices<\/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>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363180,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363177","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\/363177","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\/363180"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363177"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363177"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363177"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}