{"id":454769,"date":"2024-10-20T09:37:18","date_gmt":"2024-10-20T09:37:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-rtp-1-2023\/"},"modified":"2024-10-26T17:51:42","modified_gmt":"2024-10-26T17:51:42","slug":"asme-rtp-1-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-rtp-1-2023\/","title":{"rendered":"ASME RTP 1 2023"},"content":{"rendered":"
This Standard applies to stationary vessels used for the storage, accumulation, or processing of corrosive or other substances at pressures not exceeding 15 psig external and\/or 15 psig internal above any hydrostatic head.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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4<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | STATEMENT OF POLICY ON THE USE OF THE ASME SINGLE CERTIFICATION MARK AND CODE AUTHORIZATION IN ADVERTISING STATEMENT OF POLICY ON THE USE OF ASME MARKING TO IDENTIFY MANUFACTURED ITEMS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | ASME RTP COMMITTEE ROSTER <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CORRESPONDENCE WITH THE RTP COMMITTEE <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | INTRODUCTION <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | ASME RTP-1\u20132023 SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Part 1 General Requirements 1-100 INTRODUCTION 1-110 Scope 1-120 Exclusions 1-130 Application Limitations 1-200 USER\u2019S BASIC REQUIREMENTS SPECIFICATION <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Forms Form 1-1 User\u2019s Basic Requirements Specification (UBRS) (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1-210 Service Restrictions 1-220 Critical Service Requirements <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 1-230 Operation and Environmental Factor 1-300 FABRICATOR\u2019S DESIGN REPORT 1-310 Qualifications of the ASME RTP-1 Qualified Designer 1-400 INSPECTION <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 1-410 Duties of the Certified Individual 1-420 Qualifications of the Certified Individual 1-430 Inspector\u2019s Duty 1-440 Access for the Inspector 1-500 FABRICATOR\u2019S QUALITY CONTROL PROGRAM 1-510 Fabricator\u2019s Demonstration of Capability 1-520 Certification <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Form 1-2 Fabricator\u2019s Data Report (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Form 1-3 Fabricator\u2019s Partial Data Report <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Part 2 Materials 2-100 SCOPE 2-200 LAMINATE COMPOSITIONS 2-210 Resin and Reinforcement Substitution 2-300 MATERIALS 2-310 Resin Matrix <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 2-320 Fiber Reinforcement 2-330 Balsa Wood Core SUBPART 2A REQUIREMENTS FOR REPRESENTATIVE FLATLAMINATES 2A-100 INTRODUCTION 2A-200 LAMINATE REQUIREMENTS 2A-210 Laminate Construction 2A-220 Laminate Composition <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 2A-300 REQUIREMENTS FOR PHYSICAL AND MECHANICAL PROPERTIES Tables Table 2A-1 Standard Laminate Composition Type I <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Table 2A-2 Standard Laminate Composition Type II Table 2A-3 Minimum Values of Flat Laminates <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2A-400 TEST METHODS 2A-500 RECORDS <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2A-600 ADDITIONAL STANDARD LAMINATE COMPOSITIONS FOR SUBPART 2A SUBPART 2B REQUIREMENTS FOR LAMINATES DEVELOPED USING THE LAMINATION ANALYSIS METHOD (TYPE X) 2B-100 LAMINATE COMPOSITION 2B-110 Inner Surface Corrosion-Resistant Barrier 2B-120 Interior Layer Corrosion-Resistant Barrier 2B-130 Structural Layer 2B-140 Outer Surface 2B-200 REQUIREMENTS FOR PHYSICAL AND MECHANICAL PROPERTIES 2B-300 TEST METHODS <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 2B-400 RECORDS SUBPART 2C PERMISSIBLE TOLERANCES FOR LAMINATE THICKNESS VARIATION 2C-100 TOLERANCE FOR AVERAGE SPOT THICKNESS 2C-200 TOLERANCE FOR THICKNESS OF A MAJOR PART 2C-300 EXCEPTIONS AND ADJUSTMENTS <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Part 3 Design 3-100 SCOPE 3-200 GENERAL 3-300 DEFINITIONS AND RELATED REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | SUBPART 3A DESIGN BY RULES 3A-100 LOADINGS 3A-110 Design Acceptability <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 3A-120 Other Formulas 3A-130 Maximum Corrosion-Resistant Barrier Strain 3A-140 Maximum Compressive Stress Stability 3A-150 Conservative Design <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 3A-200 PRESSURE AND AXIAL LOADS DESIGN 3A-210 Calculation of Minimum Thickness of Cylindrical Shells 3A-220 Design of Cylindrical Shells Under Combined Axial Loads <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 3A-230 Minimum Thickness of Torispherical Heads 3A-240 Minimum Thickness of Ellipsoidal Heads 3A-250 Minimum Thickness of Toriconical Heads <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Figures Figure 3-1 Torispherical Heads <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 3A-260 Minimum Thickness of Flat-Bottom Heads Figure 3-2 Toriconical Head Dimensions <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 3A-270 Minimum Thickness of Hemispherical Heads 3A-300 EXTERNAL PRESSURE DESIGN 3A-310 Cylindrical Shells <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 3A-320 Torispherical and Elliptical Heads 3A-330 Stiffening Rings <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 3A-340 Top Head Loads 3A-350 Toriconical Heads <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Figure 3-3 Stiffener Details for Half-Round, Trapezoidal, and Filament Wound Band Configurations <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 3A-400 INTERMITTENT LOAD DESIGN 3A-410 Design Loadings 3A-420 Specifying Design Loadings 3A-430 Assumed Design Loadings 3A-440 Stresses From Loadings 3A-450 Loading Design Examples 3A-460 Hold-Down Lugs <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 3A-500 LARGE DIAMETER RTP EQUIPMENT BODY FLANGES 3A-600 VESSELS SUPPORTED BY SHELL ATTACHMENTS 3A-700 REINFORCEMENT OF CIRCULAR OPENINGS 3A-710 Wall Thickness Definitions <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 3A-720 Reinforcement Diameter 3A-730 Reinforcement Thickness 3A-800 SECONDARY BOND SHEAR STRESS SUBPART 3B DESIGN BY STRESS ANALYSIS 3B-100 INTRODUCTION 3B-200 DESIGN ACCEPTABILITY 3B-210 Basis for Determining Stresses 3B-220 Terms Relating to Stress Analysis <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 3B-300 LOADING <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 3B-400 DESIGN 3B-500 STRESS CRITERIA 3B-600 EXTERNAL PRESSURE <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 3B-700 ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Part 4 Fabrication 4-100 SCOPE 4-110 Fabrication Requirements 4-115 Overlay Taper Length 4-120 Large Diameter Fabrication Details 4-200 LARGE DIAMETER BODY FLANGES 4-300 SHELL JOINTS 4-310 Shell-to-Shell Joints 4-320 Type I and Type II Secondary Bond Overlays <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Figure 4-1 Fabrication Tolerances <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 4-330 Alternative Secondary Bond Overlays 4-400 FLANGED NOZZLES 4-410 Fabricating Flanged Nozzles Table 4-1 Flange Flatness Tolerance <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Figure 4-2 Joint Arrangement <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Figure 4-3 Flat-Bottom Tank Knuckle Detail <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Figure 4-4 Support Skirt Attachment Detail <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Figure 4-5(a) Nozzle Flange Dimensions for Class 150 Bolting (U.S. Customary Units) <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Figure 4-5(b) Nozzle Flange Dimensions for Class 150 Bolting (SI Units) <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Figure 4-6 Flanged Nozzle Lay-Up Method <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Figure 4-7 Flush Nozzle Installation <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Figure 4-8 Penetrating Nozzle Installation <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Figure 4-9 Bottom Drain Detail <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Figure 4-10 Nozzle Installation and Cutout Reinforcement Location Alternate <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Figure 4-11 Nozzle Gussets <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 4-420 Bolt Holes 4-430 Installation of Nozzles Table 4-2 Typical Dimensions of Manways Table 4-3 Shear Bond Length <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 4-500 MANWAYS 4-510 Diameter 4-520 Installation 4-530 Bolt Holes 4-600 REINFORCEMENT OF CUTOUTS 4-700 TOLERANCES 4-800 BALSA WOOD CORED PLATES Figure 4-12 Flange Tolerances <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Figure 4-13 Flat Cored Bottom Knuckle Detail <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | Part 5 Overpressure Protection 5-100 BASIS FOR DESIGN 5-110 Atmospheric Tanks 5-120 Excessive Pressure 5-130 Operating Characteristics 5-200 PROTECTION AGAINST OVERPRESSURE 5-300 TYPE OF OVERPRESSURE PROTECTION 5-400 LOCATION OF OVERPRESSURE PROTECTION DEVICES 5-500 INSTALLATION PRACTICES 5-600 OVERPRESSURE DEVICE SET PRESSURE 5-700 RELIEF DEVICE SIZING 5-710 Sizing of Spring or Deadweight Loaded Valves and Rupture Disks 5-720 Sizing of Vents and Overflows 5-800 DISCHARGE LINES FROM PRESSURE RELIEF DEVICES <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 5-900 RESPONSIBILITY FOR DESIGN AND SELECTION <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | Part 6 Inspection and Tests 6-100 SCOPE 6-200 INSPECTOR 6-300 INSPECTION AND RESPONSIBILITY <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 6-400 CONDITIONS FOR INSPECTION 6-500 EQUIPMENT DESIGN 6-600 MATERIALS 6-700 FABRICATION 6-800 FABRICATOR\u2019S QUALITY ASSURANCE PROGRAM 6-900 FINAL INSPECTION 6-910 Resin Cure <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 6-920 Dimensions and Laminate Thickness Checks <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 6-930 Physical Property and Laminate Reinforcing Content Tests <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 6-940 Laminate Imperfections \u2014 Visual Inspection <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Table 6-1 RTP Visual Inspection Acceptance Criteria <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 6-950 Pressure Tests and Acoustic Emission Tests 6-960 Procedures for Rectifying Nonconformities or Imperfections <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Part 7 Shop Qualification 7-100 SCOPE 7-200 GENERAL 7-210 Shop Survey 7-300 FABRICATOR\u2019S FACILITIES AND EQUIPMENT 7-400 PERSONNEL 7-500 QUALITY CONTROL PROGRAM, DOCUMENT HANDLING, AND RECORD SYSTEM 7-600 DEMONSTRATION OF CAPABILITY (DEMONSTRATION LAMINATES) <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | Table 7-1 Required Resins and Acceptable Fabrication Processes for Demonstration Laminates <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 7-610 Hand Lay-Up and Spray-Up Demonstration Laminates 7-620 Filament Wound Demonstration Laminates Table 7-2 Dimensional Requirements for Hand Lay-Up and Spray-Up Demonstration Laminates Table 7-3 Reinforcement Requirements for Hand Lay-Up and Spray-Up Demonstration Laminates <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 7-700 MINIMUM TEST VALUES FROM DEMONSTRATION LAMINATES 7-800 DEMONSTRATION VESSEL 7-900 IDENTIFYING DEMONSTRATION LAMINATES 7-1000 LABORATORY TEST AND TEST REPORT REQUIREMENTS FOR DEMONSTRATION LAMINATES <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Figure 7-1 Dimensions for Tensile Test Specimen <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Part 8 Certification 8-100 SCOPE 8-200 GENERAL 8-300 CERTIFICATION PROCESS 8-310 Application 8-320 Quality Control Program 8-330 Evaluation of Quality Control Program 8-340 Evaluation of Shop Qualification 8-350 Verification of Shop Qualification 8-400 ASME RTP-1 CERTIFICATE OF AUTHORIZATION HOLDER 8-410 Additional Responsibilities of the ASME RTP-1 Certificate Holder 8-420 Subcontracting 8-500 ISSUANCE OF CERTIFICATION 8-550 Maintaining Certification <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 8-560 Renewal of Certification 8-570 Suspension of Certification 8-580 Withdrawal of Certification 8-600 DESIGNATED OVERSIGHT 8-700 DATA REPORTS 8-800 ASME RTP CERTIFIED MARK AND CERTIFIED DESIGNATOR 8-810 Marking Items With the ASME Certification Mark and the RTP Certification Designator 8-820 Authorization and Time of Marking 8-830 Control 8-840 RTP Requirements for Nameplate Construction and Attachment 8-850 Requirements for RTP Nameplate Information and Marking Figure 8-1 Official ASME Certification Mark With RTP Designator <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 8-860 Requirements for RTP Nameplate Design <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | MANDATORY APPENDICES MANDATORY APPENDIX M-1 REINFORCEMENT MATERIALS RECEIVING PROCEDURES M1-100 INTRODUCTION M1A-100 INTRODUCTION M1A-200 ACCEPTANCE INSPECTION M1A-300 EQUIPMENT AND MEASURING TOOLS REQUIRED M1A-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Form M1A-1 Veil and Mat Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | M1B-100 INTRODUCTION M1B-200 ACCEPTANCE INSPECTIONS M1B-300 EQUIPMENT AND MEASURING TOOLS M1B-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | Form M1B-1 Roving Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | M1C-100 INTRODUCTION M1C-200 ACCEPTANCE INSPECTIONS M1C-300 EQUIPMENT AND MEASURING TOOLS REQUIRED <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Form M1C-1 Fabric Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | M1C-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | M1D-100 INTRODUCTION M1D-200 ACCEPTANCE INSPECTIONS M1D-300 EQUIPMENT REQUIRED M1D-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | Form M1D-1 Milled Fiber Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | MANDATORY APPENDIX M-2 MATRIX MATERIALS RECEIVING PROCEDURES M2-100 INTRODUCTION M2-200 SAFETY M2A-100 INTRODUCTION M2A-200 REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | M2A-300 ACCEPTANCE CRITERIA M2B-100 INTRODUCTION M2B-200 APPARATUS M2B-300 PROCEDURE M2B-400 CALCULATIONS M2B-500 REPORT M2C-100 INTRODUCTION M2C-200 APPARATUS M2C-300 PROCEDURE FOR TEMPERATURE ADJUSTMENT <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | M2C-400 PROCEDURE FOR THIXOTROPIC RESINS M2C-500 PROCEDURE FOR NONTHIXOTROPIC RESINS M2C-600 CALCULATIONS M2C-700 REPORT M2D-100 INTRODUCTION M2D-200 APPARATUS M2D-300 PROCEDURE <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | M2D-400 REPORT M2F-100 INTRODUCTION M2F-200 DEFINITION AND LIMITS M2F-300 ACCEPTANCE INSPECTION M2F-400 ACCEPTANCE CRITERIA M2F-500 INSPECTION IN USE <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Form M2E-1 Resin Log Sheet <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Form M2E-2 Curing Agents Log Sheet <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | Form M2F-1 Common Additives Log Sheet <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Figure M3-1 Moment Resultants MANDATORY APPENDIX M-3 CALCULATIONS USING THE CLASSICAL LAMINATION THEORY (CLT) ANALYSIS METHOD M3-100 SCOPE <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Figure M3-2 Force Resultants Figure M3-3 Geometry and Notation of an n-Layered Laminate <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | Figure M3-4 Coordinate Systems M3-200 PRELIMINARY CALCULATIONS FOR THE CLT METHOD <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | M3-300 MICROMECHANICS EQUATIONS FOR A UNIDIRECTIONAL LAMINA <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | M3-400 THE CLT ANALYSIS PROCEDURE <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | M3-500 THE QUADRATIC INTERACTION CRITERION <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | M3-600 DESIGN EXAMPLE CALCULATIONS <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Table M3-1 Properties for Materials in the Design Example <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | Table M3-2 Lamina Input for CLT Calculations <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Table M3-3 Strains, Stresses, and Strength Ratios <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Table M3-4 Woven Roving Layer Modeled as a Balanced and Symmetric Three-Ply Laminate <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | MANDATORY APPENDIX M-4 QUALITY CONTROL PROGRAM M4-100 GENERAL M4-200 ORGANIZATION M4-300 DOCUMENTATION M4-400 QUALITY CONTROL <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | M4-500 EXAMPLE OF A FABRICATOR\u2019S QUALITY CONTROL PROGRAM <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | MANDATORY APPENDIX M-5 QUALIFICATION OF LAMINATORS AND SECONDARY BONDERS M5-100 GENERAL REQUIREMENTS M5-200 RESPONSIBILITY M5-300 QUALIFICATION OF LAMINATORS M5-400 QUALIFICATION OF SECONDARY BONDERS <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Figure M5-1 Pipe Test Piece Figure M5-2 Secondary Bond Test Assembly <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | Figure M5-3 Secondary Bond Test Specimen <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | MANDATORY APPENDIX M-6 DEMONSTRATION VESSEL M6-100 GENERAL M6-200 PRELIMINARY REQUIREMENTS M6-300 DESIGN, FABRICATION, AND TESTING OF THE DEMONSTRATION VESSEL M6-400 REQUIREMENTS SUBSEQUENT TO TESTING <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | Table M6-1 User\u2019s Basic Requirements Specification (UBRS) (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Figure M6-1 ASME RTP-1 Demonstration Vessel <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Figure M6-2 Post-Test Sectioning of Vessel for Final Inspection and Display <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Figure M6-3 Witness of Hydrotest of ASME RTP-1 Demonstration Vessel (Attachment No. 3) <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | MANDATORY APPENDIX M-7 REPAIR PROCEDURES M7-100 SCOPE M7-200 GENERAL CONDITIONS M7-300 REPAIRS TO CORRECT NONCONFORMITIES <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | M7-400 CLASSIFICATION OF REPAIRS M7-500 ORDER OF REPAIRS M7-600 REPAIR PROCEDURES <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | Table M8-1 Acceptance Criteria per Channel MANDATORY APPENDIX M-8 ACOUSTIC EMISSION EXAMINATION M8-100 SCOPE M8-200 GENERAL M8-300 WRITTEN REPORT OF RESULTS <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | MANDATORY APPENDIX M-9 GLOSSARY <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | MANDATORY APPENDIX M-10 REFERENCE DOCUMENTS <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | MANDATORY APPENDIX M-11 SUBMITTAL OF TECHNICAL INQUIRIES TO THE REINFORCED THERMOSET PLASTIC CORROSION-RESISTANT EQUIPMENT COMMITTEE <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | MANDATORY APPENDIX M-12 DUAL LAMINATE VESSELS M12-100 INTRODUCTION M12A-100 SCOPE M12A-200 APPLICATION LIMITATIONS M12B-100 SCOPE M12B-200 THERMOPLASTIC LINING MATERIALS <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | Table M12B-1 ASTM Specifications for Thermoplastic Polymers M12B-300 FIBER BACKING MATERIALS M12B-400 WELDING AND JOINING MATERIALS M12B-500 FILLER MATERIALS, PIGMENTS, PROCESSING AIDS, AND CONDUCTIVE MATERIALS M12B-600 MATERIALS RECEIVING PROCEDURES <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Table M12B-2 Typical Thermoplastic Polymer Properties <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Form M12B-1 Thermoplastic Sheet or Roll Receiving Log <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | Table M12B-3 Thermoplastic Sheet Visual Inspection Acceptance Criteria <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | Form M12B-2 Welding Material Receiving Log <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | Form M12B-3 Bonding Resin Receiving Log <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | Form M12B-4 Conductive Material Receiving Log <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | Form M12B-5 Thermoplastic Shape Receiving Log <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | M12C-100 SCOPE M12C-200 MATERIAL SELECTION M12C-300 SHEET MAP AND WELD PLACEMENT M12C-400 WALL ATTACHMENTS M12C-500 DESIGN STRESS LIMITATIONS <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | Figure M12C-1 Support Ledges Showing Recommended Weld Locations Away From Thermoformed Bends M12C-600 HEATING AND COOLING DESIGNS <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | M12D-100 SCOPE AND OPTIONS M12D-200 MACHINING OF THE THERMOPLASTIC LINING M12D-300 FORMING M12D-400 WELDING <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | Figure M12D-1 Maximum Offset Allowed for Joints Between Sheets With Different Thicknesses <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | Table M12D-1 Visual Weld Defects <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | Figure M12D-2 Visual Features of Hot Gas Welds Figure M12D-3 Illustrations of Flow Lines <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | Figure M12D-4 Heat-Affected Zone Patterns Figure M12D-5 Butt Fusion Welds Showing Melt Flow Lines <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | M12D-500 TESTS FOR DEFECTS IN WELDS M12D-600 FLANGES, NOZZLES, AND MANWAYS <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | Figure M12D-6 Nozzle Construction for Penetrating Nozzle M12D-700 INTERNAL ATTACHMENTS M12D-800 REPAIR PROCEDURES <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Figure M12D-7 Nozzle and Manway Construction and Installation <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | M12D-900 APPLICATION OF THE RTP OVERLAY <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Figure M12D-8 Bottom Nozzle Construction and Installation <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | M12D-1000 INSPECTION M12E-100 SCOPE M12E-200 FINAL INSPECTION M12F-100 SCOPE M12F-200 PRECAUTIONS TO PREVENT MECHANICAL DAMAGE M12F-300 INSPECTION AFTER SHIPMENT AND INSTALLATION <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | Table M12E-1 Lining Visual Inspection Acceptance Criteria M12G-100 SCOPE M12G-200 GENERAL M12G-300 FABRICATOR\u2019S FACILITIES AND EQUIPMENT M12G-400 PERSONNEL <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | M12G-500 DEMONSTRATION OF CAPABILITY <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | Figure M12G-1 Dual Laminate Demonstration Vessel <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Table M12G-1 User\u2019s Basic Requirements Specification (UBRS) (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | Figure M12G-2 Post-Test Sectioning of Dual Laminate Demonstration Vessel for Final Inspection and Display M12H-100 GENERAL REQUIREMENTS M12H-200 RESPONSIBILITY M12H-300 QUALIFICATION OF WELDERS <\/td>\n<\/tr>\n | ||||||
207<\/td>\n | Table M12H-1 Weld Strength Requirements M12H-400 EVALUATING WELD SAMPLES M12H-500 REQUALIFICATION M12H-600 WELDING PROCEDURE QUALIFICATION <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | MANDATORY APPENDIX M-13 BALSA WOOD RECEIVING AND INSPECTION PROCEDURES M13-100 INTRODUCTION M13-200 ACCEPTANCE INSPECTION M13-300 EQUIPMENT AND MEASURING TOOLS REQUIRED M13-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | Form M13-1 Balsa Wood Core Inspection Sheet <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | NONMANDATORY APPENDICES NONMANDATORY APPENDIX NM-1 DESIGN EXAMPLES NM1-100 INTRODUCTION NM1-200 EXAMPLE 1: VERTICAL VESSEL WITH A TORICONICAL LOWER HEAD <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Figure NM1-1 Toriconical Head <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | NM1-300 EXAMPLE 2: HORIZONTAL VESSEL BY SUBPART 3B RULES <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Figure NM1-2 Stress Intensity in a Toriconical Head <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Table NM1-1 Example 1, Vessel With a Toriconical Lower Head <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | Figure NM1-3 Horizontal Tank <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | Figure NM1-4 Pressure Distribution <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | Figure NM1-5 Saddle Reaction <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | Figure NM1-6 Stress Along Top Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Figure NM1-7 Stress Along 45-deg Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Figure NM1-8 Stress Along 90-deg Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Figure NM1-9 Stress Along 135-deg Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | Figure NM1-10 Stress Along Bottom Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | Table NM1-2 Wall Thickness in a Horizontal Tank <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | Figure NM1-11 Stress Along Top Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Figure NM1-12 Stress Along 45-deg Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | Figure NM1-13 Stress Along 90-deg Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | Figure NM1-14 Stress Along 135-deg Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | Figure NM1-15 Stress Along Bottom Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | NONMANDATORY APPENDIX NM-2 DESIGN OF INTEGRAL BODY FLANGES NM2-100 SCOPE NM2-200 NOMENCLATURE <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | NM2-300 EXAMPLE CALCULATION <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | Table NM2-1 Typical Body Flange Dimensions and Recommended Bolt Torque Values for RTP Body Flanges <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | Table NM2-2 Body Flange Design Using Full-Face Gaskets, Maximum Stress Less Than 3,000 psi \u2014 Type II Laminates <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | Table NM2-3 Body Flange Design Using Full-Face Gaskets, Maximum Stress Less Than 1,800 psi \u2014 Type I Laminates <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | Figure NM2-1 Values of F (Integral Flange Factors) <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | Figure NM2-2 Values of f (Hub Stress Correction Factors) <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | Figure NM2-3 Values of T, U, Y, and Z (Terms Involving K) <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | Figure NM2-4 Values of V (Integral Flange Factors) <\/td>\n<\/tr>\n | ||||||
244<\/td>\n | Figure NM2-5 Design of Flat-Face Integral Body Flanges With Full-Face Gaskets (Example Calculation \u2014 72-in. Flange at 30 psi) <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | Table NM2-4 Values of T, Z, Y, and U (Factors Involving K) <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | NONMANDATORY APPENDIX NM-3 SEISMIC, WIND, AND SNOW LOADINGS NM3-100 TYPICAL CODES NM3-200 NOMENCLATURE NM3-300 EXAMPLES <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | NONMANDATORY APPENDIX NM-4 HOLD-DOWN LUG DESIGN NM4-100 SCOPE NM4-200 NOMENCLATURE NM4-300 WOUND LUG DESIGN <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Figure NM4-1 Wound-On Hold-Down Lug <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | Figure NM4-2A Secondary Bonded Hold-Down Lug, Type A <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | Figure NM4-2B Secondary Bonded Hold-Down Lug, Type B <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Figure NM4-3 Moment Coefficient, ML Figure NM4-4 Uplift Coefficient, PG <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | NM4-400 SECONDARY BONDED LUG DESIGN <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | Figure NM4-5 Anchor Clips <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | NM4-500 SHEAR LEDGE DESIGN NM4-600 EXAMPLES NM4-610 Wound Lug Example <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | Figure NM4-6 Shear Ledge <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | NM4-620 Secondary Bonded Lug Example <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | NM4-630 Shear Ledge Example <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | NONMANDATORY APPENDIX NM-5 RING SUPPORT OF VESSELS NM5-100 SCOPE NM5-200 BAND WITH LUGS <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | Figure NM5-1 Lugs on Band <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | Figure NM5-2 Moment Coefficient, ML <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | Figure NM5-3 Split-Ring Flange <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | NM5-300 DOUBLE-RING SUPPORT <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | Figure NM5-4 Ring Support of Vessels <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | Figure NM5-5 Geometric Quantities <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | Figure NM5-6 Ring Design Chart for Three Lugs NM5-400 DESIGN PROCEDURE FOR A FABRICATED OR ROLLED STRUCTURAL CHANNEL DOUBLE-RING SUPPORT <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | Figure NM5-7 Ring Design Chart for Four Lugs NM5-500 SPLIT-RING CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | Figure NM5-8 Ring Design Chart for Eight Lugs <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | Figure NM5-9 Example Cross Section NM5-600 EXAMPLES <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | Figure NM5-10 Lug <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | NONMANDATORY APPENDIX NM-6 EXAMPLE OF A FABRICATOR\u2019S QUALITY CONTROL PROGRAM SECTION 1 QUALITY CONTROL POLICY <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | SECTION 2 QUALITY CONTROL ORGANIZATION SECTION 3 DOCUMENTATION <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | Figure NM6-1 Organization Chart <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | SECTION 4 INSPECTION OF RECEIVED GOODS SECTION 5 IN-PROCESS INSPECTION <\/td>\n<\/tr>\n | ||||||
287<\/td>\n | SECTION 6 FINISHED EQUIPMENT INSPECTION <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | SECTION 7 RECORD RETENTION AND CONTROLS <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | Form NM6-1 Mixing Data Sheet <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | Form NM6-2 Component Data Sheet <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | Form NM6-3 Document Control Sheet <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | Form NM6-4 Document Distribution List <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | Form NM6-5 Document Preparation and Distribution Responsibility <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | Form NM6-6 Nonconformity Correction Report <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | Form NM6-7 QC Manual Master Revision List <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | NONMANDATORY APPENDIX NM-7 ACCEPTANCE INSPECTION BY USER\u2019S INSPECTOR NM7-100 SCOPE NM7-200 USER\u2019S INSPECTION NM7-300 INSPECTION AND RESPONSIBILITY NM7-400 DIMENSIONS NM7-500 GASEOUS BUBBLES, BLISTERS, AND POROSITY NM7-600 PACKAGING, SHIPMENT, AND INSTALLATION <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | Form NM7-1 RTP Equipment Inspection Requirements <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | Form NM7-2 Inspection Checklist for RTP Equipment <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | Form NM7-3 Inspection and Test Plan <\/td>\n<\/tr>\n | ||||||
304<\/td>\n | Figure NM7-1 Recommended Fabrication Tolerances <\/td>\n<\/tr>\n | ||||||
306<\/td>\n | Figure NM8-1 Lifting Vessel With Spreader Bar NONMANDATORY APPENDIX NM-8 HANDLING AND SHIPPING NM8-100 GENERAL NM8-200 HANDLING <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | Figure NM8-2 Strongback for Lifting NM8-300 TEMPORARY STORAGE NM8-400 SHIPPING <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | Figure NM8-3 Use of Strongbacks <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | Figure NM9-1 Flat-Face Valve Flange to Flat-Face RTP Nozzle Flange and Full-Face Gasket NONMANDATORY APPENDIX NM-9 INSTALLATION OF RTP VESSELS NM9-100 SCOPE NM9-200 RECEIVING INSPECTION NM9-300 INSTALLATION OF RTP VESSELS <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | Figure NM9-2 Raised-Face Valve Flange to Flat-Face RTP Nozzle Flange With Filler Ring and Full-Face Gasket Figure NM9-3 Flange Bolt Tightening <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | NM9-400 GENERAL SERVICE REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | NONMANDATORY APPENDIX NM-10 REQUIREMENTS AND RESPONSIBILITIES OF USER (OR USER\u2019S AGENT), FABRICATOR, INSPECTOR, AND CERTIFIED INDIVIDUAL NM10-100 SCOPE AND PURPOSE NM10-200 USER (OR USER\u2019S AGENT) NM10-300 FABRICATOR <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | NM10-400 INSPECTOR NM10-500 CERTIFIED INDIVIDUAL <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | Figure NM10-1 ASME RTP-1 Flowchart <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | NONMANDATORY APPENDIX NM-11 DESIGN FOR 250-lb CONCENTRATED LOAD ON A TORISPHERICAL HEAD NM11-100 SCOPE NM11-200 NOMENCLATURE NM11-300 DESIGN FACTOR NM11-400 STRESS CALCULATIONS <\/td>\n<\/tr>\n | ||||||
317<\/td>\n | Figure NM11-1 Stress Function <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | Figure NM12-1 Flange Dimensioning Details NONMANDATORY APPENDIX NM-12 RTP FLANGE DESIGN NM12-100 SCOPE NM12-200 NOMENCLATURE NM12-300 CALCULATION PROCEDURE <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | Figure NM12-2 Flange Loading Conditions <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | NM12-400 FLANGE DESIGN EXAMPLE <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | NONMANDATORY APPENDIX NM-13 STRESS ANALYSIS METHODS NM13A-100 SIGN CONVENTION AND NOMENCLATURE <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | NM13A-200 PRINCIPAL STRESSES AND STRESS INTENSITIES DUE TO INTERNAL PRESSURE <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | Figure NM13A-1 Sign Conventions for Cylindrical Segments NM13A-300 BENDING ANALYSIS FOR UNIFORMLY DISTRIBUTED EDGE LOADS <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | NM13B-100 SCOPE <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | NM13B-200 NOMENCLATURE AND SIGN CONVENTION <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | NM13B-300 PRINCIPAL STRESSES AND STRESS INTENSITIES RESULTING FROM INTERNAL OR EXTERNAL PRESSURE <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | Figure NM13B-1 Sign Conventions for Spherical Segments <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | NM13B-400 BENDING ANALYSIS FOR UNIFORMLY DISTRIBUTED EDGE LOADS <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | NM13B-500 ALTERNATE BENDING ANALYSIS OF A HEMISPHERICAL SHELL SUBJECTED TO UNIFORMLY DISTRIBUTED EDGE LOADS <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | NM13C-100 SCOPE NM13C-200 NOMENCLATURE AND SIGN CONVENTION Table NM13C-1 Multiplying Factors <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | NM13C-300 PRESSURE AND EDGE LOADS ON CIRCULAR FLAT PLATES NM13C-310 Pressure Loads on Simply Supported Flat Plates <\/td>\n<\/tr>\n | ||||||
334<\/td>\n | Figure NM13C-1 Sign Conventions for Flat Plates Figure NM13C-2 Simply Supported Flat Plate NM13C-320 Edge Loads on Flat Plates <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | Figure NM13C-3 Edge Loads on Flat Plates Figure NM13C-4 Flat Plate Vessel Head NM13C-400 FLAT PLATE PRESSURE VESSEL HEADS NM13C-410 Displacements and Principal Stresses in a Flat Head <\/td>\n<\/tr>\n | ||||||
336<\/td>\n | Figure NM13C-5 Flat Plate to Cylinder Joint NM13C-411 Displacements of a Flat Head NM13C-412 Principal Stresses in a Flat Head. <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | NM13C-500 GEOMETRY CONSTANTS NM13C-600 STRESS INTENSITIES IN A FLAT PLATE NM13D-100 GENERAL NM13D-200 INFORMATION REQUIRED <\/td>\n<\/tr>\n | ||||||
338<\/td>\n | NM13D-300 METHOD OF ANALYSIS NM13D-310 Procedure for Discontinuity Analysis NM13D-320 Stresses NM13D-400 EXAMPLE ILLUSTRATING THE APPLICATION OF PARA. NM13D-310 NM13D-410 Given <\/td>\n<\/tr>\n | ||||||
339<\/td>\n | Figure NM13D-1 Example Pressure Vessel Figure NM13D-2 Forces and Moments in Pressure Vessel Example NM13D-420 Required NM13D-430 Solution <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | Figure NM13D-3 Hemispherical Head Figure NM13D-4 Cylindrical Shell <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | Figure NM13D-5 Flat Plate Head <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | NONMANDATORY APPENDIX NM-15 FLAT CORED PLATE DESIGN NM15-100 CORED PLATE DESIGN <\/td>\n<\/tr>\n | ||||||
348<\/td>\n | Figure NM15-1 Equivalent Solid and Cored Plates <\/td>\n<\/tr>\n | ||||||
350<\/td>\n | NONMANDATORY APPENDIX NM-16 EXTERNAL PRESSURE DESIGN EXAMPLE FOR CYLINDRICAL SHELLS NM16-100 INTRODUCTION NM16-200 NASA SP-8007 SOLUTION <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | NM16-300 USING SIMPLIFIED EQUATION <\/td>\n<\/tr>\n | ||||||
353<\/td>\n | Figure NM17-1 Stiffener Moment of Inertia for a Half-Round NONMANDATORY APPENDIX NM-17 STIFFENER DESIGN CALCULATIONS NM17-100 INTRODUCTION NM17-200 STIFFENER MOMENT OF INERTIA FOR A HALF-ROUND <\/td>\n<\/tr>\n | ||||||
355<\/td>\n | Figure NM17-2 Stiffener Moment of Inertia for a Trapezoidal Stiffener NM17-300 STIFFENER MOMENT OF INERTIA FOR A TRAPEZOIDAL STIFFENER <\/td>\n<\/tr>\n | ||||||
357<\/td>\n | Figure NM17-3 Stiffener Moment of Inertia for a Filament Wound Band NM17-400 STIFFENER MOMENT OF INERTIA FOR A FILAMENT WOUND BAND <\/td>\n<\/tr>\n | ||||||
359<\/td>\n | SI UNITS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME RTP-1-2023 Reinforced Thermoset Plastic Corrosion-Resistant Equipment<\/b><\/p>\n |