{"id":385000,"date":"2024-10-20T03:28:37","date_gmt":"2024-10-20T03:28:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-rtp-1-2021\/"},"modified":"2024-10-26T06:18:13","modified_gmt":"2024-10-26T06:18:13","slug":"asme-rtp-1-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-rtp-1-2021\/","title":{"rendered":"ASME RTP 1 2021"},"content":{"rendered":"

This Standard applies to stationary reinforced thermoset plastic corrosion resistant 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 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\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\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\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
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
12<\/td>\nFOREWORD <\/td>\n<\/tr>\n
13<\/td>\nSTATEMENT 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>\nASME RTP COMMITTEE ROSTER <\/td>\n<\/tr>\n
16<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
17<\/td>\nASME RTP-1\u20132021 SUMMARY OF CHANGES <\/td>\n<\/tr>\n
19<\/td>\nFigures, Forms, and Tables Redesignated in ASME RTP-1\u20132021 <\/td>\n<\/tr>\n
20<\/td>\nPart 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
21<\/td>\nForms
Form 1-1 User\u2019s Basic Requirements Specification (UBRS) (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n
25<\/td>\n1-210 Service Restrictions
1-220 Critical Service Requirements <\/td>\n<\/tr>\n
26<\/td>\n1-230 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
27<\/td>\n1-410 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
29<\/td>\nForm 1-2 Fabricator\u2019s Data Report (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n
31<\/td>\nForm 1-3 Fabricator\u2019s Partial Data Report <\/td>\n<\/tr>\n
32<\/td>\nPart 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
33<\/td>\n2-320 Fiber Reinforcement
2-330 Balsa Wood Core
SUBPART 2A REQUIREMENTS FOR REPRESENTATIVE FLAT LAMINATES
2A-100 INTRODUCTION
2A-200 LAMINATE REQUIREMENTS
2A-210 Laminate Construction
2A-220 Laminate Composition <\/td>\n<\/tr>\n
34<\/td>\n2A-300 REQUIREMENTS FOR PHYSICAL AND MECHANICAL PROPERTIES
Tables
Table 2A-1 Standard Laminate Composition Type I <\/td>\n<\/tr>\n
35<\/td>\nTable 2A-2 Standard Laminate Composition Type II
Table 2A-3 Minimum Values of Flat Laminates <\/td>\n<\/tr>\n
36<\/td>\n2A-400 TEST METHODS
2A-500 RECORDS
2A-600 ADDITIONAL STANDARD LAMINATE COMPOSITIONS FOR SUBPART 2A <\/td>\n<\/tr>\n
37<\/td>\nSUBPART 2B REQUIREMENTS FOR LAMINATES DEVELOPEDUSING 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
2B-400 RECORDS <\/td>\n<\/tr>\n
38<\/td>\nSUBPART 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
39<\/td>\nPart 3 Design
3-100 SCOPE
3-200 GENERAL
3-300 DEFINITIONS AND RELATED REQUIREMENTS <\/td>\n<\/tr>\n
40<\/td>\nSUBPART 3A DESIGN BY RULES
3A-100 LOADINGS
3A-110 Design Acceptability <\/td>\n<\/tr>\n
41<\/td>\n3A-120 Other Formulas
3A-130 Maximum Corrosion-Resistant Barrier Strain
3A-140 Maximum Compressive Stress Stability
3A-150 Conservative Design <\/td>\n<\/tr>\n
42<\/td>\n3A-200 DESIGN FOR TOTAL INTERNAL PRESSURE
3A-210 Calculation of Minimum Thickness of Cylindrical Shells
3A-220 Design of Cylindrical Shells Under Combined Axial Loads <\/td>\n<\/tr>\n
43<\/td>\n3A-230 Minimum Thickness of Torispherical Heads
3A-240 Minimum Thickness of Ellipsoidal Heads
3A-250 Minimum Thickness of Toriconical Heads <\/td>\n<\/tr>\n
44<\/td>\nFigures
Figure 3-1 Torispherical Heads <\/td>\n<\/tr>\n
45<\/td>\n3A-260 Minimum Thickness of Flat-Bottom Heads
Figure 3-2 Toriconical Head Dimensions <\/td>\n<\/tr>\n
46<\/td>\n3A-270 Minimum Thickness of Hemispherical Heads
3A-300 DESIGN FOR EXTERNAL PRESSURE
3A-310 Cylindrical Shells <\/td>\n<\/tr>\n
47<\/td>\n3A-320 Torispherical and Elliptical Heads
3A-330 Stiffening Rings
3A-340 Top Head Loads
3A-345 Fully Supported Flat-Bottom Heads Subject to External Pressure. <\/td>\n<\/tr>\n
48<\/td>\nFigure 3-3 Stiffener Details for Half-Round, Trapezoidal, and Filament Wound Band Configurations <\/td>\n<\/tr>\n
49<\/td>\n3A-350 Toriconical Heads
3A-360 Stiffening Rings
3A-400 SEISMIC, WIND, AND SNOW LOADINGS
3A-410 Design Loadings <\/td>\n<\/tr>\n
50<\/td>\n3A-420 Specifying Design Loadings
3A-430 Assumed Design Loadings
3A-440 Stresses From Loadings
3A-450 Loading Design Examples
3A-460 Hold-Down Lugs
Figure 3-4 Toriconical Head Dimensions for External Pressure <\/td>\n<\/tr>\n
51<\/td>\n3A-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
52<\/td>\n3A-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
53<\/td>\n3B-300 LOADING <\/td>\n<\/tr>\n
54<\/td>\n3B-400 DESIGN
3B-500 STRESS CRITERIA
3B-600 EXTERNAL PRESSURE <\/td>\n<\/tr>\n
55<\/td>\n3B-700 ATTACHMENTS <\/td>\n<\/tr>\n
56<\/td>\nPart 4 Fabrication
4-100 SCOPE
4-110 Fabrication Requirements
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
57<\/td>\nFigure 4-1 Fabrication Tolerances <\/td>\n<\/tr>\n
58<\/td>\n4-330 Alternative Secondary Bond Overlays
4-400 FLANGED NOZZLES
4-410 Fabricating Flanged Nozzles
Table 4-1 Flange Flatness Tolerance <\/td>\n<\/tr>\n
59<\/td>\nFigure 4-2 Joint Arrangement <\/td>\n<\/tr>\n
60<\/td>\nFigure 4-3 Flat-Bottom Tank Knuckle Detail <\/td>\n<\/tr>\n
62<\/td>\nFigure 4-4 Support Skirt Attachment Detail <\/td>\n<\/tr>\n
63<\/td>\nFigure 4-5(a) Nozzle Flange Dimensions for Class 150 Bolting (U.S. Customary Units) <\/td>\n<\/tr>\n
64<\/td>\nFigure 4-5(b) Nozzle Flange Dimensions for Class 150 Bolting (SI Units) <\/td>\n<\/tr>\n
65<\/td>\nFigure 4-6 Flanged Nozzle Lay-Up Method <\/td>\n<\/tr>\n
66<\/td>\nFigure 4-7 Flush Nozzle Installation <\/td>\n<\/tr>\n
67<\/td>\nFigure 4-8 Penetrating Nozzle Installation <\/td>\n<\/tr>\n
68<\/td>\nFigure 4-9 Bottom Drain Detail <\/td>\n<\/tr>\n
69<\/td>\nFigure 4-10 Nozzle Installation and Cutout Reinforcement Location Alternate <\/td>\n<\/tr>\n
70<\/td>\n4-420 Bolt Holes
4-430 Installation of Nozzles
Figure 4-11 Nozzle Gussets <\/td>\n<\/tr>\n
71<\/td>\n4-500 MANWAYS
4-510 Diameter
4-520 Installation
4-530 Bolt Holes
Table 4-2 Typical Dimensions of Manways
Table 4-3 Shear Bond Length <\/td>\n<\/tr>\n
72<\/td>\n4-600 REINFORCEMENT OF CUTOUTS
4-700 TOLERANCES
4-800 BALSA WOOD CORED PLATES
Figure 4-12 Flange Tolerances
Figure 4-13 Flat Cored Bottom Knuckle Detail <\/td>\n<\/tr>\n
73<\/td>\nPart 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
74<\/td>\n5-900 RESPONSIBILITY FOR DESIGN AND SELECTION <\/td>\n<\/tr>\n
75<\/td>\nPart 6 Inspection and Tests
6-100 SCOPE
6-200 INSPECTOR
6-300 INSPECTION AND RESPONSIBILITY <\/td>\n<\/tr>\n
76<\/td>\n6-400 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
77<\/td>\n6-920 Dimensions and Laminate Thickness Checks <\/td>\n<\/tr>\n
78<\/td>\n6-930 Physical Property and Laminate Reinforcing Content Tests <\/td>\n<\/tr>\n
79<\/td>\n6-940 Laminate Imperfections \u2014 Visual Inspection <\/td>\n<\/tr>\n
80<\/td>\nTable 6-1 RTP Visual Inspection Acceptance Criteria <\/td>\n<\/tr>\n
83<\/td>\n6-950 Pressure Tests and Acoustic Emission Tests
6-960 Procedures for Rectifying Nonconformities or Imperfections <\/td>\n<\/tr>\n
84<\/td>\nPart 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
85<\/td>\n7-610 Hand Lay-Up and Spray-Up Demonstration Laminates
Table 7-1 Required Resins and Acceptable Fabrication Processes for Demonstration Laminates <\/td>\n<\/tr>\n
86<\/td>\n7-620 Filament Wound Demonstration Laminates
7-700 MINIMUM TEST VALUES FROM DEMONSTRATION LAMINATES
Table 7-2 Dimensional Requirements for Hand Lay-Up and Spray-Up Demonstration Laminates <\/td>\n<\/tr>\n
87<\/td>\n7-800 DEMONSTRATION VESSEL
7-900 IDENTIFYING DEMONSTRATION LAMINATES
7-1000 LABORATORY TEST AND TEST REPORT REQUIREMENTS FOR DEMONSTRATION LAMINATES
Table 7-3 Reinforcement Requirements for Hand Lay-Up and Spray-Up Demonstration Laminates <\/td>\n<\/tr>\n
89<\/td>\nFigure 7-1 Dimensions for Tensile Test Specimen <\/td>\n<\/tr>\n
90<\/td>\nPart 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
91<\/td>\n8-560 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
92<\/td>\n8-860 Requirements for RTP Nameplate Design <\/td>\n<\/tr>\n
93<\/td>\nMANDATORY APPENDICES
MANDATORY APPENDIX M-1 REINFORCEMENT MATERIALS RECEIVING PROCEDURES
M1-100 INTRODUCTION
ARTICLE A FIBERGLASS SURFACING VEIL, ORGANIC FIBER SURFACING VEIL, CARBON FIBER VEIL, AND FIBERGLASS CHOPPED STRAND MAT
M1A-100 INTRODUCTION
M1A-200 ACCEPTANCE INSPECTION
M1A-300 EQUIPMENT AND MEASURING TOOLS REQUIRED
M1A-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n
94<\/td>\nForm M1A-1 Veil and Mat Reinforcement Log Sheet <\/td>\n<\/tr>\n
95<\/td>\nARTICLE B FIBERGLASS SPRAY-UP ROVING AND FILAMENT WINDING ROVING
M1B-100 INTRODUCTION
M1B-200 ACCEPTANCE INSPECTIONS
M1B-300 EQUIPMENT AND MEASURING TOOLS
M1B-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n
96<\/td>\nForm M1B-1 Roving Reinforcement Log Sheet <\/td>\n<\/tr>\n
97<\/td>\nARTICLE C FIBERGLASS WOVEN ROVING FABRIC, FIBERGLASS UNIDIRECTIONAL FABRIC, AND FIBERGLASS NONWOVEN BIAXIAL FABRIC
M1C-100 INTRODUCTION
M1C-200 ACCEPTANCE INSPECTIONS
M1C-300 EQUIPMENT AND MEASURING TOOLS REQUIRED <\/td>\n<\/tr>\n
98<\/td>\nForm M1C-1 Fabric Reinforcement Log Sheet <\/td>\n<\/tr>\n
99<\/td>\nM1C-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n
100<\/td>\nARTICLE D FIBERGLASS MILLED FIBERS
M1D-100 INTRODUCTION
M1D-200 ACCEPTANCE INSPECTIONS
M1D-300 EQUIPMENT REQUIRED
M1D-400 PROCEDURES AND ACCEPTANCE LIMITS <\/td>\n<\/tr>\n
101<\/td>\nForm M1D-1 Milled Fiber Reinforcement Log Sheet <\/td>\n<\/tr>\n
103<\/td>\nMANDATORY APPENDIX M-2 MATRIX MATERIALS RECEIVING PROCEDURES
M2-100 INTRODUCTION
M2-200 SAFETY
ARTICLE A VISUAL INSPECTION REQUIREMENTS
M2A-100 INTRODUCTION
M2A-200 REQUIREMENTS <\/td>\n<\/tr>\n
104<\/td>\nM2A-300 ACCEPTANCE CRITERIA
ARTICLE B SPECIFIC GRAVITY
M2B-100 INTRODUCTION
M2B-200 APPARATUS
M2B-300 PROCEDURE
M2B-400 CALCULATIONS
M2B-500 REPORT
ARTICLE C VISCOSITY, BROOKFIELD METHOD
M2C-100 INTRODUCTION
M2C-200 APPARATUS
M2C-300 PROCEDURE FOR TEMPERATURE ADJUSTMENT <\/td>\n<\/tr>\n
105<\/td>\nM2C-400 PROCEDURE FOR THIXOTROPIC RESINS
M2C-500 PROCEDURE FOR NONTHIXOTROPIC RESINS
M2C-600 CALCULATIONS
M2C-700 REPORT
ARTICLE D ROOM TEMPERATURE GEL TIME
M2D-100 INTRODUCTION
M2D-200 APPARATUS
M2D-300 PROCEDURE <\/td>\n<\/tr>\n
106<\/td>\nM2D-400 REPORT
ARTICLE E RESIN AND CURING AGENTS LOG SHEETS
ARTICLE F COMMON ADDITIVES
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
107<\/td>\nForm M2E-1 Resin Log Sheet <\/td>\n<\/tr>\n
108<\/td>\nForm M2E-2 Curing Agents Log Sheet <\/td>\n<\/tr>\n
109<\/td>\nForm M2F-1 Common Additives Log Sheet <\/td>\n<\/tr>\n
110<\/td>\nFigure M3-1 Moment Resultants
MANDATORY APPENDIX M-3 CALCULATIONS USING THE CLASSICAL LAMINATION THEORY (CLT) ANALYSIS METHOD
M3-100 SCOPE <\/td>\n<\/tr>\n
111<\/td>\nFigure M3-2 Force Resultants
Figure M3-3 Geometry and Notation of an n-Layered Laminate
Figure M3-4 Coordinate Systems <\/td>\n<\/tr>\n
112<\/td>\nM3-200 PRELIMINARY CALCULATIONS FOR THE CLT METHOD <\/td>\n<\/tr>\n
114<\/td>\nM3-300 MICROMECHANICS EQUATIONS FOR A UNIDIRECTIONAL LAMINA <\/td>\n<\/tr>\n
123<\/td>\nM3-400 THE CLT ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
126<\/td>\nM3-500 THE QUADRATIC INTERACTION CRITERION <\/td>\n<\/tr>\n
128<\/td>\nM3-600 DESIGN EXAMPLE CALCULATIONS <\/td>\n<\/tr>\n
129<\/td>\nTable M3-1 Properties for Materials in the Design Example <\/td>\n<\/tr>\n
131<\/td>\nTable M3-2 Lamina Input for CLT Calculations <\/td>\n<\/tr>\n
136<\/td>\nTable M3-3 Strains, Stresses, and Strength Ratios <\/td>\n<\/tr>\n
137<\/td>\nTable M3-4 Woven Roving Layer Modeled as a Balanced and Symmetric Three-Ply Laminate <\/td>\n<\/tr>\n
139<\/td>\nMANDATORY APPENDIX M-4 QUALITY CONTROL PROGRAM
M4-100 GENERAL
M4-200 ORGANIZATION
M4-300 DOCUMENTATION
M4-400 QUALITY CONTROL <\/td>\n<\/tr>\n
140<\/td>\nM4-500 EXAMPLE OF A FABRICATOR\u2019S QUALITY CONTROL PROGRAM <\/td>\n<\/tr>\n
141<\/td>\nMANDATORY 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
142<\/td>\nForm M5-1 Laminator Qualification Report <\/td>\n<\/tr>\n
143<\/td>\nForm M5-2 Secondary Bonder Qualification Report <\/td>\n<\/tr>\n
144<\/td>\nFigure M5-1 Pipe Test Piece
Figure M5-2 Secondary Bond Test Assembly <\/td>\n<\/tr>\n
146<\/td>\nFigure M5-3 Secondary Bond Test Specimen <\/td>\n<\/tr>\n
148<\/td>\nMANDATORY 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
150<\/td>\nTable M6-1 User\u2019s Basic Requirements Specification (UBRS) (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n
154<\/td>\nFigure M6-1 ASME RTP-1 Demonstration Vessel <\/td>\n<\/tr>\n
155<\/td>\nFigure M6-2 Post-Test Sectioning of Vessel for Final Inspection and Display <\/td>\n<\/tr>\n
156<\/td>\nFigure M6-3 Witness of Hydrotest of ASME RTP-1 Demonstration Vessel (Attachment No. 3) <\/td>\n<\/tr>\n
157<\/td>\nMANDATORY APPENDIX M-7 REPAIR PROCEDURES
M7-100 SCOPE
M7-200 GENERAL CONDITIONS
M7-300 REPAIRS TO CORRECT NONCONFORMITIES <\/td>\n<\/tr>\n
158<\/td>\nM7-400 CLASSIFICATION OF REPAIRS
M7-500 ORDER OF REPAIRS
M7-600 REPAIR PROCEDURES <\/td>\n<\/tr>\n
162<\/td>\nTable 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
163<\/td>\nMANDATORY APPENDIX M-9 GLOSSARY <\/td>\n<\/tr>\n
167<\/td>\nMANDATORY APPENDIX M-10 REFERENCE DOCUMENTS <\/td>\n<\/tr>\n
170<\/td>\nMANDATORY APPENDIX M-11 SUBMITTAL OF TECHNICAL INQUIRIES TO THE REINFORCED THERMOSET PLASTIC CORROSION-RESISTANT EQUIPMENT COMMITTEE
M11-100 INTRODUCTION
M11-200 INQUIRY FORMAT
M11-300 REVISIONS OR ADDITIONS <\/td>\n<\/tr>\n
171<\/td>\nM11-400 CASES
M11-500 INTERPRETATIONS
M11-600 SUBMITTALS <\/td>\n<\/tr>\n
172<\/td>\nMANDATORY APPENDIX M-12 DUAL LAMINATE VESSELS
M12-100 INTRODUCTION
ARTICLE A GENERAL REQUIREMENTS
M12A-100 SCOPE
M12A-200 APPLICATION LIMITATIONS
ARTICLE B MATERIALS
M12B-100 SCOPE
M12B-200 THERMOPLASTIC LINING MATERIALS <\/td>\n<\/tr>\n
173<\/td>\nTable 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
174<\/td>\nTable M12B-2 Typical Thermoplastic Polymer Properties <\/td>\n<\/tr>\n
176<\/td>\nForm M12B-1 Thermoplastic Sheet or Roll Receiving Log <\/td>\n<\/tr>\n
177<\/td>\nTable M12B-3 Thermoplastic Sheet Visual Inspection Acceptance Criteria <\/td>\n<\/tr>\n
179<\/td>\nForm M12B-2 Welding Material Receiving Log <\/td>\n<\/tr>\n
180<\/td>\nForm M12B-3 Bonding Resin Receiving Log <\/td>\n<\/tr>\n
182<\/td>\nForm M12B-4 Conductive Material Receiving Log <\/td>\n<\/tr>\n
184<\/td>\nForm M12B-5 Thermoplastic Shape Receiving Log <\/td>\n<\/tr>\n
185<\/td>\nARTICLE C DESIGN
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
186<\/td>\nFigure M12C-1 Support Ledges Showing Recommended Weld Locations Away From Thermoformed Bends
M12C-600 HEATING AND COOLING DESIGNS <\/td>\n<\/tr>\n
187<\/td>\nARTICLE D FABRICATION
M12D-100 SCOPE AND OPTIONS
M12D-200 MACHINING OF THE THERMOPLASTIC LINING
M12D-300 FORMING
M12D-400 WELDING <\/td>\n<\/tr>\n
188<\/td>\nFigure M12D-1 Maximum Offset Allowed for Joints Between Sheets With Different Thicknesses <\/td>\n<\/tr>\n
189<\/td>\nTable M12D-1 Visual Weld Defects <\/td>\n<\/tr>\n
190<\/td>\nFigure M12D-2 Visual Features of Hot Gas Welds
Figure M12D-3 Illustrations of Flow Lines <\/td>\n<\/tr>\n
191<\/td>\nFigure M12D-4 Heat-Affected Zone Patterns
Figure M12D-5 Butt Fusion Welds Showing Melt Flow Lines <\/td>\n<\/tr>\n
192<\/td>\nM12D-500 TESTS FOR DEFECTS IN WELDS
M12D-600 FLANGES, NOZZLES, AND MANWAYS <\/td>\n<\/tr>\n
193<\/td>\nFigure M12D-6 Nozzle Construction for Penetrating Nozzle
M12D-700 INTERNAL ATTACHMENTS
M12D-800 REPAIR PROCEDURES <\/td>\n<\/tr>\n
194<\/td>\nFigure M12D-7 Nozzle and Manway Construction and Installation <\/td>\n<\/tr>\n
195<\/td>\nM12D-900 APPLICATION OF THE RTP OVERLAY <\/td>\n<\/tr>\n
196<\/td>\nFigure M12D-8 Bottom Nozzle Construction and Installation <\/td>\n<\/tr>\n
197<\/td>\nM12D-1000 INSPECTION
ARTICLE E INSPECTION AND TEST
M12E-100 SCOPE
M12E-200 FINAL INSPECTION
ARTICLE F SHIPPING AND HANDLING
M12F-100 SCOPE
M12F-200 PRECAUTIONS TO PREVENT MECHANICAL DAMAGE
M12F-300 INSPECTION AFTER SHIPMENT AND INSTALLATION <\/td>\n<\/tr>\n
198<\/td>\nTable M12E-1 Lining Visual Inspection Acceptance Criteria
ARTICLE G SHOP QUALIFICATION
M12G-100 SCOPE
M12G-200 GENERAL
M12G-300 FABRICATOR\u2019S FACILITIES AND EQUIPMENT
M12G-400 PERSONNEL
M12G-500 DEMONSTRATION OF CAPABILITY <\/td>\n<\/tr>\n
199<\/td>\nARTICLE H QUALIFICATION OF WELDERS
M12H-100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
200<\/td>\nFigure M12G-1 Dual Laminate Demonstration Vessel <\/td>\n<\/tr>\n
201<\/td>\nTable M12G-1 User\u2019s Basic Requirements Specification (UBRS) (As Required by the Provisions of ASME RTP-1) <\/td>\n<\/tr>\n
205<\/td>\nFigure M12G-2 Post-Test Sectioning of Dual Laminate Demonstration Vessel for Final Inspection and Display
M12H-200 RESPONSIBILITY
M12H-300 QUALIFICATION OF WELDERS <\/td>\n<\/tr>\n
206<\/td>\nTable M12H-1 Weld Strength Requirements
M12H-400 EVALUATING WELD SAMPLES
M12H-500 REQUALIFICATION
M12H-600 WELDING PROCEDURE QUALIFICATION
ARTICLE I GLOSSARY <\/td>\n<\/tr>\n
209<\/td>\nMANDATORY 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
210<\/td>\nForm M13-1 Balsa Wood Core Inspection Sheet <\/td>\n<\/tr>\n
211<\/td>\nNONMANDATORY 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
212<\/td>\nFigure NM1-1 Toriconical Head <\/td>\n<\/tr>\n
213<\/td>\nNM1-300 EXAMPLE 2: HORIZONTAL VESSEL BY SUBPART 3B RULES <\/td>\n<\/tr>\n
214<\/td>\nFigure NM1-2 Stress Intensity in a Toriconical Head <\/td>\n<\/tr>\n
215<\/td>\nTable NM1-1 Example 1, Vessel With a Toriconical Lower Head <\/td>\n<\/tr>\n
216<\/td>\nFigure NM1-3 Horizontal Tank <\/td>\n<\/tr>\n
217<\/td>\nFigure NM1-4 Pressure Distribution <\/td>\n<\/tr>\n
218<\/td>\nFigure NM1-5 Saddle Reaction <\/td>\n<\/tr>\n
219<\/td>\nFigure NM1-6 Stress Along Top Meridian, Initial Try <\/td>\n<\/tr>\n
220<\/td>\nFigure NM1-7 Stress Along 45-deg Meridian, Initial Try <\/td>\n<\/tr>\n
221<\/td>\nFigure NM1-8 Stress Along 90-deg Meridian, Initial Try <\/td>\n<\/tr>\n
222<\/td>\nFigure NM1-9 Stress Along 135-deg Meridian, Initial Try <\/td>\n<\/tr>\n
223<\/td>\nFigure NM1-10 Stress Along Bottom Meridian, Initial Try <\/td>\n<\/tr>\n
224<\/td>\nTable NM1-2 Wall Thickness in a Horizontal Tank <\/td>\n<\/tr>\n
225<\/td>\nFigure NM1-11 Stress Along Top Meridian, Final Try <\/td>\n<\/tr>\n
226<\/td>\nFigure NM1-12 Stress Along 45-deg Meridian, Final Try <\/td>\n<\/tr>\n
227<\/td>\nFigure NM1-13 Stress Along 90-deg Meridian, Final Try <\/td>\n<\/tr>\n
228<\/td>\nFigure NM1-14 Stress Along 135-deg Meridian, Final Try <\/td>\n<\/tr>\n
229<\/td>\nFigure NM1-15 Stress Along Bottom Meridian, Final Try <\/td>\n<\/tr>\n
230<\/td>\nNONMANDATORY APPENDIX NM-2 DESIGN OF INTEGRAL BODY FLANGES
NM2-100 SCOPE
NM2-200 NOMENCLATURE <\/td>\n<\/tr>\n
231<\/td>\nNM2-300 EXAMPLE CALCULATION <\/td>\n<\/tr>\n
233<\/td>\nTable NM2-1 Typical Body Flange Dimensions and Recommended Bolt Torque Values for RTP Body Flanges <\/td>\n<\/tr>\n
234<\/td>\nTable NM2-2 Body Flange Design Using Full-Face Gaskets, Maximum Stress Less Than 3,000 psi \u2014 Type II Laminates <\/td>\n<\/tr>\n
236<\/td>\nTable NM2-3 Body Flange Design Using Full-Face Gaskets, Maximum Stress Less Than 1,800 psi \u2014 Type I Laminates <\/td>\n<\/tr>\n
238<\/td>\nForm NM2-1 Design of Flat-Face Integral Body Flanges With Full-Face Gaskets <\/td>\n<\/tr>\n
239<\/td>\nFigure NM2-1 Values of F (Integral Flange Factors) <\/td>\n<\/tr>\n
240<\/td>\nFigure NM2-2 Values of f (Hub Stress Correction Factors) <\/td>\n<\/tr>\n
241<\/td>\nFigure NM2-3 Values of T, U, Y, and Z (Terms Involving K) <\/td>\n<\/tr>\n
242<\/td>\nFigure NM2-4 Values of V (Integral Flange Factors) <\/td>\n<\/tr>\n
243<\/td>\nFigure 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
244<\/td>\nTable NM2-4 Values of T, Z, Y, and U (Factors Involving K) <\/td>\n<\/tr>\n
249<\/td>\nNONMANDATORY APPENDIX NM-3 SEISMIC, WIND, AND SNOW LOADINGS
NM3-100 TYPICAL CODES
NM3-200 NOMENCLATURE
NM3-300 EXAMPLES <\/td>\n<\/tr>\n
257<\/td>\nNONMANDATORY APPENDIX NM-4 HOLD-DOWN LUG DESIGN
NM4-100 SCOPE
NM4-200 NOMENCLATURE
NM4-300 WOUND LUG DESIGN <\/td>\n<\/tr>\n
258<\/td>\nFigure NM4-1 Wound-On Hold-Down Lug <\/td>\n<\/tr>\n
259<\/td>\nFigure NM4-2A Secondary Bonded Hold-Down Lug, Type A <\/td>\n<\/tr>\n
260<\/td>\nFigure NM4-2B Secondary Bonded Hold-Down Lug, Type B <\/td>\n<\/tr>\n
261<\/td>\nFigure NM4-3 Moment Coefficient, ML
Figure NM4-4 Uplift Coefficient, PG <\/td>\n<\/tr>\n
262<\/td>\nNM4-400 SECONDARY BONDED LUG DESIGN <\/td>\n<\/tr>\n
263<\/td>\nFigure NM4-5 Recommended Hold-Down Clip <\/td>\n<\/tr>\n
264<\/td>\nNM4-500 SHEAR LEDGE DESIGN
NM4-600 EXAMPLES <\/td>\n<\/tr>\n
265<\/td>\nFigure NM4-6 Shear Ledge <\/td>\n<\/tr>\n
268<\/td>\nNONMANDATORY APPENDIX NM-5 RING SUPPORT OF VESSELS
NM5-100 SCOPE
NM5-200 BAND WITH LUGS <\/td>\n<\/tr>\n
269<\/td>\nFigure NM5-1 Lugs on Band <\/td>\n<\/tr>\n
270<\/td>\nFigure NM5-2 Moment Coefficient, ML <\/td>\n<\/tr>\n
271<\/td>\nFigure NM5-3 Split-Ring Flange <\/td>\n<\/tr>\n
272<\/td>\nNM5-300 DOUBLE-RING SUPPORT <\/td>\n<\/tr>\n
273<\/td>\nFigure NM5-4 Ring Support of Vessels <\/td>\n<\/tr>\n
274<\/td>\nFigure NM5-5 Geometric Quantities <\/td>\n<\/tr>\n
275<\/td>\nFigure 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
276<\/td>\nFigure NM5-7 Ring Design Chart for Four Lugs
NM5-500 SPLIT-RING CONSTRUCTION <\/td>\n<\/tr>\n
277<\/td>\nFigure NM5-8 Ring Design Chart for Eight Lugs <\/td>\n<\/tr>\n
278<\/td>\nFigure NM5-9 Example Cross Section
NM5-600 EXAMPLES <\/td>\n<\/tr>\n
279<\/td>\nFigure NM5-10 Lug <\/td>\n<\/tr>\n
281<\/td>\nNONMANDATORY APPENDIX NM-6 EXAMPLE OF A FABRICATOR\u2019S QUALITY CONTROL PROGRAM
SECTION 1 QUALITY CONTROL POLICY <\/td>\n<\/tr>\n
282<\/td>\nSECTION 2 QUALITY CONTROL ORGANIZATION
SECTION 3 DOCUMENTATION <\/td>\n<\/tr>\n
283<\/td>\nFigure NM6-1 Organization Chart <\/td>\n<\/tr>\n
284<\/td>\nSECTION 4 INSPECTION OF RECEIVED GOODS
SECTION 5 IN-PROCESS INSPECTION <\/td>\n<\/tr>\n
285<\/td>\nSECTION 6 FINISHED EQUIPMENT INSPECTION <\/td>\n<\/tr>\n
286<\/td>\nSECTION 7 RECORD RETENTION AND CONTROLS <\/td>\n<\/tr>\n
287<\/td>\nForm NM6-1 Mixing Data Sheet <\/td>\n<\/tr>\n
288<\/td>\nForm NM6-2 Component Data Sheet <\/td>\n<\/tr>\n
289<\/td>\nForm NM6-3 Document Control Sheet <\/td>\n<\/tr>\n
290<\/td>\nForm NM6-4 Document Distribution List <\/td>\n<\/tr>\n
291<\/td>\nForm NM6-5 Document Preparation and Distribution Responsibility <\/td>\n<\/tr>\n
292<\/td>\nForm NM6-6 Nonconformity Correction Report <\/td>\n<\/tr>\n
294<\/td>\nForm NM6-7 QC Manual Master Revision List <\/td>\n<\/tr>\n
295<\/td>\nNONMANDATORY 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
296<\/td>\nForm NM7-1 RTP Equipment Inspection Requirements <\/td>\n<\/tr>\n
297<\/td>\nForm NM7-2 Inspection Checklist for RTP Equipment <\/td>\n<\/tr>\n
300<\/td>\nFigure NM7-1 Recommended Fabrication Tolerances <\/td>\n<\/tr>\n
302<\/td>\nFigure NM8-1 Lifting Vessel With Spreader Bar
NONMANDATORY APPENDIX NM-8 HANDLING AND SHIPPING
NM8-100 GENERAL
NM8-200 HANDLING <\/td>\n<\/tr>\n
303<\/td>\nFigure NM8-2 Strongback for Lifting
NM8-300 TEMPORARY STORAGE
NM8-400 SHIPPING <\/td>\n<\/tr>\n
304<\/td>\nFigure NM8-3 Use of Strongbacks <\/td>\n<\/tr>\n
305<\/td>\nFigure 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
306<\/td>\nFigure 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
307<\/td>\nNM9-400 GENERAL SERVICE REQUIREMENTS <\/td>\n<\/tr>\n
308<\/td>\nNONMANDATORY 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
309<\/td>\nNM10-400 INSPECTOR
NM10-500 CERTIFIED INDIVIDUAL <\/td>\n<\/tr>\n
311<\/td>\nFigure NM10-1 ASME RTP-1 Flowchart <\/td>\n<\/tr>\n
312<\/td>\nNONMANDATORY 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
313<\/td>\nFigure NM11-1 Stress Function <\/td>\n<\/tr>\n
314<\/td>\nFigure 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
315<\/td>\nFigure NM12-2 Flange Loading Conditions <\/td>\n<\/tr>\n
316<\/td>\nNM12-400 FLANGE DESIGN EXAMPLE <\/td>\n<\/tr>\n
318<\/td>\nNONMANDATORY APPENDIX NM-13 STRESS ANALYSIS METHODS
ARTICLE A ANALYSIS OF CYLINDRICAL SHELLS
NM13A-100 SIGN CONVENTION AND NOMENCLATURE <\/td>\n<\/tr>\n
319<\/td>\nNM13A-200 PRINCIPAL STRESSES AND STRESS INTENSITIES DUE TO INTERNAL PRESSURE <\/td>\n<\/tr>\n
320<\/td>\nFigure NM13A-1 Sign Conventions for Cylindrical Segments
NM13A-300 BENDING ANALYSIS FOR UNIFORMLY DISTRIBUTED EDGE LOADS <\/td>\n<\/tr>\n
322<\/td>\nARTICLE B ANALYSIS OF SPHERICAL SHELLS
NM13B-100 SCOPE <\/td>\n<\/tr>\n
323<\/td>\nNM13B-200 NOMENCLATURE AND SIGN CONVENTION <\/td>\n<\/tr>\n
324<\/td>\nNM13B-300 PRINCIPAL STRESSES AND STRESS INTENSITIES RESULTING FROM INTERNAL OR EXTERNAL PRESSURE <\/td>\n<\/tr>\n
325<\/td>\nFigure NM13B-1 Sign Conventions for Spherical Segments <\/td>\n<\/tr>\n
326<\/td>\nNM13B-400 BENDING ANALYSIS FOR UNIFORMLY DISTRIBUTED EDGE LOADS <\/td>\n<\/tr>\n
327<\/td>\nNM13B-500 ALTERNATE BENDING ANALYSIS OF A HEMISPHERICAL SHELL SUBJECTED TO UNIFORMLY DISTRIBUTED EDGE LOADS <\/td>\n<\/tr>\n
328<\/td>\nARTICLE C ANALYSIS OF FLAT CIRCULAR HEADS
NM13C-100 SCOPE
NM13C-200 NOMENCLATURE AND SIGN CONVENTION <\/td>\n<\/tr>\n
329<\/td>\nFigure NM13C-1 Sign Conventions for Flat Plates
Table NM13C-1 Multiplying Factors
NM13C-300 PRESSURE AND EDGE LOADS ON CIRCULAR FLAT PLATES <\/td>\n<\/tr>\n
330<\/td>\nFigure NM13C-2 Simply Supported Flat Plate <\/td>\n<\/tr>\n
331<\/td>\nFigure NM13C-3 Edge Loads on Flat Plates
Figure NM13C-4 Flat Plate Vessel Head
NM13C-400 FLAT PLATE PRESSURE VESSEL HEADS <\/td>\n<\/tr>\n
332<\/td>\nFigure NM13C-5 Flat Plate to Cylinder Joint <\/td>\n<\/tr>\n
333<\/td>\nNM13C-500 GEOMETRY CONSTANTS
NM13C-600 STRESS INTENSITIES IN A FLAT PLATE
ARTICLE D DISCONTINUITY STRESSES
NM13D-100 GENERAL <\/td>\n<\/tr>\n
334<\/td>\nNM13D-200 INFORMATION REQUIRED
NM13D-300 METHOD OF ANALYSIS
NM13D-400 EXAMPLE ILLUSTRATING THE APPLICATION OF PARA. NM13D-310 <\/td>\n<\/tr>\n
335<\/td>\nFigure NM13D-1 Example Pressure Vessel
Figure NM13D-2 Forces and Moments in Pressure Vessel Example <\/td>\n<\/tr>\n
337<\/td>\nFigure NM13D-3 Hemispherical Head
Figure NM13D-4 Cylindrical Shell <\/td>\n<\/tr>\n
338<\/td>\nFigure NM13D-5 Flat Plate Head <\/td>\n<\/tr>\n
344<\/td>\nNONMANDATORY APPENDIX NM-15 FLAT CORED PLATE DESIGN
NM15-100 CORED PLATE DESIGN <\/td>\n<\/tr>\n
345<\/td>\nFigure NM15-1 Equivalent Solid and Cored Plates <\/td>\n<\/tr>\n
347<\/td>\nNONMANDATORY APPENDIX NM-16 EXTERNAL PRESSURE DESIGN EXAMPLE FOR CYLINDRICAL SHELLS
NM16-100 INTRODUCTION
NM16-200 NASA SP-8007 SOLUTION <\/td>\n<\/tr>\n
349<\/td>\nNM16-300 USING SIMPLIFIED EQUATION <\/td>\n<\/tr>\n
350<\/td>\nFigure 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
352<\/td>\nFigure NM17-2 Stiffener Moment of Inertia for a Trapezoidal Stiffener
NM17-300 STIFFENER MOMENT OF INERTIA FOR A TRAPEZOIDAL STIFFENER <\/td>\n<\/tr>\n
353<\/td>\nNM17-400 STIFFENER MOMENT OF INERTIA FOR A FILAMENT WOUND BAND <\/td>\n<\/tr>\n
354<\/td>\nFigure NM17-3 Stiffener Moment of Inertia for a Filament Wound Band <\/td>\n<\/tr>\n
356<\/td>\nSI UNITS <\/td>\n<\/tr>\n
357<\/td>\nList of SI Units for Use With ASME RTP-1 <\/td>\n<\/tr>\n
358<\/td>\nCommonly Used Conversion Factors <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME RTP-1-2021 Reinforced Thermoset Plastic Corrosion-Resistant Equipment<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2021<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":385008,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-385000","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\/385000","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\/385008"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=385000"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=385000"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=385000"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}