{"id":112731,"date":"2024-10-18T16:36:12","date_gmt":"2024-10-18T16:36:12","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-rtp-1-2013\/"},"modified":"2024-10-24T22:05:51","modified_gmt":"2024-10-24T22:05:51","slug":"asme-rtp-1-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-rtp-1-2013\/","title":{"rendered":"ASME RTP 1 2013"},"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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5<\/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 CERTIFICATION MARKS 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 | INTRODUCTION GENERAL MATERIALS AND ASSEMBLY DESIGN INSPECTION <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Part 1 General Requirements 1- 100 INTRODUCTION 1- 110 Scope 1- 120 Exclusions 1- 130 Application Limitations <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 1- 200 USER’S BASIC REQUIREMENTS SPECIFICATION 1- 210 Service Restrictions 1- 220 Critical Service Requirements <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Tables \n Table 1- 1 User’s Basic Requirements Specification ( UBRS) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 1- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Table 1- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table 1- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 1- 300 FABRICATOR’S DESIGN REPORT 1- 400 INSPECTION 1- 410 Duties of the Certified Individual 1- 420 Qualifications of the Certified Individual 1- 430 Inspector’s Duty <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 1- 440 Access for the Inspector 1- 500 FABRICATOR’S QUALITY CONTROL PROGRAM 1- 510 Fabricator’s Demonstration of Capability 1- 520 Certification 1- 530 Requirements for Nameplate Construction and Attachment <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Table 1- 3 Fabricator’s Partial Data Report <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 1- 540 Information and Marking Requirements on Nameplates 1- 550 Design Requirements for Nameplates Figures \n Fig. 1- 1 Official ASME Certification Mark With RTP Designator <\/td>\n<\/tr>\n | ||||||
33<\/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 2- 320 Fiber Reinforcement <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 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 2A- 300 REQUIREMENTS FOR PHYSICAL AND MECHANICAL PROPERTIES <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Table 2A- 1 Standard Laminate Composition Type I <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table 2A- 2 Standard Laminate Composition Type II <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 2A- 400 TEST METHODS Table 2A- 3 Minimum Values of Flat Laminates <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 2A- 500 RECORDS 2A- 600 ADDITIONAL STANDARD LAMINATE COMPOSITIONS FOR SUBPART 2A SUBPART 2B REQUIREMENTS FOR LAMINATES DEVELOPED USING THE LAMINATION ANALYSIS METHOD 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 <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 2B- 300 TEST METHODS 2B- 400 RECORDS SUBPART 2C PERMISSIBLE TOLERANCES FOR LAMINATE THICKNESS VARIATION 2C- 100 TOLERANCE FOR AVERAGE SPOT THICKNESS 2C- 200 TOLERANCE FOR AVERAGE THICKNESS OF A MAJOR PART 2C- 300 EXCEPTIONS <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Part 3 Design 3- 100 SCOPE 3- 200 GENERAL 3- 300 DEFINITIONS <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | SUBPART 3A DESIGN BY RULES 3A- 100 LOADINGS 3A- 110 Design Acceptability <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 3A- 120 Other Formulas 3A- 130 Maximum Corrosion Liner Barrier Strain 3A- 140 Maximum Compressive Stress Stability 3A- 150 Conservative Design 3A- 200 DESIGN FOR TOTAL INTERNAL PRESSURE 3A- 210 Calculation of Minimum Thickness of Cylindrical Shells <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 3A- 220 Design of Cylindrical Shells Under Combined Axial Loads 3A- 230 Minimum Thickness of Torispherical Heads <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 3A- 240 Minimum Thickness of Ellipsoidal Heads 3A- 250 Minimum Thickness of Toriconical Heads Fig. 3- 1 Toriconical Head Dimensions <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 3A- 260 Minimum Thickness of Flat Bottom Heads 3A- 270 Minimum Thickness of Hemispherical Heads <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 3A- 300 DESIGN FOR EXTERNAL PRESSURE 3A- 310 Cylindrical Shells 3A- 320 Torispherical and Elliptical Heads 3A- 330 Stiffening Rings <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 3A- 340 Top Head Loads 3A- 350 Toriconical Heads <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 3A- 360 Stiffening Rings 3A- 400 SEISMIC, WIND, AND SNOW LOADINGS 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 | ||||||
49<\/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 3A- 720 Reinforcement Diameter 3A- 730 Reinforcement Thickness 3A- 800 SECONDARY BOND SHEAR STRESS <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 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 | ||||||
51<\/td>\n | 3B- 300 LOADING 3B- 400 DESIGN <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 3B- 500 STRESS CRITERIA 3B- 600 EXTERNAL PRESSURE 3B- 700 ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Part 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 | ||||||
54<\/td>\n | 4- 330 Alternative Secondary Bond Overlays 4- 400 FLANGED NOZZLES 4- 410 Fabricating Flanged Nozzles 4- 420 Bolt Holes 4- 430 Installation of Nozzles 4- 500 MANWAYS 4- 510 Diameter 4- 520 Installation <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 4- 530 Bolt Holes 4- 600 REINFORCEMENT OF CUTOUTS 4- 700 TOLERANCES 4- 800 BALSA WOOD CORED PLATES Table 4- 1 Flange Flatness Tolerance <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Fig. 4- 1 Torispherical Heads <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Fig. 4- 2 Flat- Bottom Tank Knuckle Detail <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Fig. 4- 2 Flat- Bottom Tank Knuckle Detail ( Cont’d) <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Fig. 4- 3 Joint Arrangement <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Fig. 4- 4 Flush Nozzle Installation <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Fig. 4- 5 Penetrating Nozzle Installation <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Table 4- 2 Typical Dimensions of Manways Table 4- 3 Shear Bond Length <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Fig. 4- 6 Bottom Drain Detail <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Fig. 4- 7 Stiffener Detail <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Fig. 4- 8 Support Skirt Attachment Detail <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Fig. 4- 9 Fabrication Tolerances <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Fig. 4- 10 Nozzle Flange Dimensions for Class 150 Bolting <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Fig. 4- 11 Flanged Nozzle Lay- Up Method <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Fig. 4- 12 Nozzle Installation and Cutout Reinforcement Location Alternate <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Fig. 4- 13 Nozzle Gussets <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Fig. 4- 14 Flange Tolerances Fig. 4- 15 Flat Cored Bottom Knuckle Detail <\/td>\n<\/tr>\n | ||||||
72<\/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 | ||||||
73<\/td>\n | 5- 900 RESPONSIBILITY FOR DESIGN AND SELECTION <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | Part 6 Inspection and Tests 6- 100 SCOPE 6- 200 INSPECTOR 6- 300 INSPECTION AND RESPONSIBILITY 6- 400 CONDITIONS FOR INSPECTION <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 6- 500 EQUIPMENT DESIGN 6- 600 MATERIALS 6- 700 FABRICATION 6- 800 FABRICATOR’S QUALITY ASSURANCE PROGRAM 6- 900 FINAL INSPECTION 6- 910 Resin Cure <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | 6- 920 Dimensions and Laminate Thickness Checks <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 6- 930 Physical Property and Laminate Reinforcing Content Tests <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 6- 940 Laminate Imperfections \u2014 Visual Inspection 6- 950 Pressure Tests and Acoustic Emission Tests <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Table 6- 1 RTP Visual Inspection Acceptance Criteria <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Table 6- 1 RTP Visual Inspection Acceptance Criteria ( Cont’d) <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Table 6- 1 RTP Visual Inspection Acceptance Criteria ( Cont’d) <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Table 6- 1 RTP Visual Inspection Acceptance Criteria ( Cont’d) <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 6- 960 Procedures for Rectifying Nonconformities or Imperfections <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Part 7 Shop Qualification 7- 100 SCOPE 7- 200 GENERAL 7- 210 Shop Survey 7- 300 FABRICATOR’S 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>\n | 7- 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>\n | 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 | ||||||
87<\/td>\n | 7- 620 Filament Wound Demonstration Laminates 7- 700 MINIMUM TEST VALUES FROM DEMONSTRATION LAMINATES 7- 800 DEMONSTRATION VESSEL <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 7- 900 IDENTIFYING DEMONSTRATION LAMINATES 7- 1000 LABORATORY TEST AND TEST REPORT REQUIREMENTS FOR DEMONSTRATION LAMINATES <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Fig. 7- 1 Dimensions for Tensile Test Specimen <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Part 8 Certification 8- 100 SCOPE 8- 200 GENERAL 8- 210 ASME RTP-1 Certificate of Authorization Holders 8- 220 ASME RTP-1 Certificate of Authorization Holder’s Responsibilities 8- 300 CERTIFICATION OF ASME RTP-1 FABRICATORS 8- 310 General 8- 320 Evaluation of the Quality Control Program 8- 330 Evaluation of Shop Qualifications 8- 400 ASME RTP-1 CERTIFICATE OF AUTHORIZATION FOR VESSEL FABRICATORS 8- 410 General <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 8- 420 Application for Certificate of Authorization 8- 430 Verification of Shop Qualification 8- 440 Issuance of ASME RTP- 1 Certificate of Authorization 8- 450 Obtaining Stamps 8- 460 Requirements Subject to Change <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | 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- 310 Inspection Table and Lights M1A- 320 Linear Measuring Tools M1A- 330 Laboratory Balance M1A- 400 PROCEDURES AND ACCEPTANCE LIMITS M1A- 410 Roll Identification and Package Inspection M1A- 420 Visual Inspection of Mat <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Table M1A- 1 Veil and Mat Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | M1A- 430 Weight per Square Foot of Mat M1B- 100 INTRODUCTION M1B- 200 ACCEPTANCE INSPECTIONS M1B- 300 EQUIPMENT AND MEASURING TOOLS M1B- 310 Wrap Reel M1B- 320 Laboratory Balance M1B- 400 PROCEDURES AND ACCEPTANCE LIMITS M1B- 410 Roving Identification and Package Inspection M1B- 420 Visual Inspection of Roving <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | Table M1B- 1 Roving Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | M1B- 430 Measurement of Roving Yield M1C- 100 INTRODUCTION M1C- 200 ACCEPTANCE INSPECTIONS M1C- 300 EQUIPMENT AND MEASURING TOOLS REQUIRED M1C- 310 Inspection Table and Lights M1C- 320 Linear Measuring, Marking, and Cutting Tools M1C- 330 Laboratory Balance M1C- 400 PROCEDURES AND ACCEPTANCE LIMITS M1C- 410 Roll Identification and Package Inspection <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Table M1C- 1 Fabric Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | M1C- 420 Visual Inspection of Fabric M1C- 430 Width Measure of Fabric M1C- 440 Weight per Square Yard of Fabric <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | M1C- 450 Construction M1D- 100 INTRODUCTION M1D- 200 ACCEPTANCE INSPECTIONS M1D- 300 EQUIPMENT REQUIRED M1D- 400 PROCEDURES AND ACCEPTANCE LIMITS M1D- 410 Package Identification and Inspection M1D- 420 Visual Inspection of Milled Fiber <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Table M1D- 1 Milled Fiber Reinforcement Log Sheet <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | MANDATORY APPENDIX M- 2 MATRIX MATERIALS RECEIVING PROCEDURES M2- 100 INTRODUCTION M2- 200 SAFETY M2A- 100 INTRODUCTION M2A- 200 REQUIREMENTS M2A- 300 ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | M2B- 100 INTRODUCTION M2B- 200 APPARATUS M2B- 300 PROCEDURE M2B- 400 CALCULATIONS M2B- 500 REPORT M2C- 100 INTRODUCTION M2C- 200 APPARATUS M2C- 300 PREPARATION OF SAMPLES <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | Table M2C- 1 Recommended Numerical Standards for Comparator Viscosity Tubes <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | M2C- 400 PROCEDURE BY THE COMPARISON METHOD M2C- 500 PROCEDURE BY THE TIME METHOD ( GREATER THAN 6 STOKES) M2C- 600 CALCULATIONS M2C- 700 REPORT M2D- 100 INTRODUCTION M2D- 200 APPARATUS M2D- 300 PROCEDURE FOR TEMPERATURE ADJUSTMENT M2D- 400 PROCEDURE FOR THIXOTROPIC RESINS M2D- 500 PROCEDURE FOR NONTHIXOTROPIC RESINS <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | M2D- 600 CALCULATIONS M2D- 700 REPORT M2E- 100 INTRODUCTION M2E- 200 APPARATUS M2E- 300 PROCEDURE M2E- 400 REPORT M2G- 100 INTRODUCTION M2G- 200 DEFINITION AND LIMITS M2G- 210 Thixotropic Agents <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Table M2F- 1 Resin Log Sheet <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Table M2F- 2 Curing Agents Log Sheet <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | M2G- 220 Flame Retardant Synergists M2G- 230 Ultraviolet Light Absorbers M2G- 240 Pigments M2G- 300 ACCEPTANCE INSPECTION M2G- 400 ACCEPTANCE CRITERIA M2G- 500 INSPECTION IN USE <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Table M2G- 1 Common Additives Log Sheet <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | MANDATORY APPENDIX M- 3 CALCULATION OF PHYSICAL AND MECHANICAL PROPERTIES USING LAMINATION ANALYSIS METHOD M3- 100 SCOPE M3- 200 LAMINATION ANALYSIS METHOD <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | M3- 300 ANALYSIS EXAMPLE M3- 400 STIFFNESS COEFFICIENTS FOR DESIGN BY SUBPART 3B RULES M3- 410 Nomenclature <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | M3- 420 Lamina Reduced Stiffness <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | M3- 430 Stiffness Coefficients for the Laminate M3- 440 Procedure for Calculating the Stiffness Coefficients <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | M3- 500 THE QUADRATIC INTERACTION CRITERION M3- 510 Nomenclature M3- 520 Calculation of Layer Strains and Stresses <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | M3- 530 Calculation of Strength Ratios M3- 540 Procedure for Calculating the Strength Ratio <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Fig. M3- 1 Glass Fiber Volume Percent Versus Tensile Modulus <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Fig. M3- 2 Glass Fiber Volume Percent Versus Shear Modulus <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | Fig. M3- 3 Oriented Glass Fiber at 30 Vol. % Versus Tensile Modulus <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Fig. M3- 4 Oriented Glass Fiber at 30 Vol. % Versus In- Plane Shear Modulus <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | Fig. M3- 5 Oriented Glass Fiber at 40 Vol. % Versus Tensile Modulus <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Fig. M3- 6 Oriented Glass Fiber at 40 Vol. % Versus In- Plane Shear Modulus <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Fig. M3- 7 Oriented Glass Fiber at 50 Vol. % Versus Tensile Modulus <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | Fig. M3- 8 Oriented Glass Fiber at 50 Vol. % Versus In- Plane Shear Modulus <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | Fig. M3- 9 Oriented Glass Fiber at 60 Vol. % Versus Tensile Modulus <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | Fig. M3- 10 Oriented Glass Fiber at 60 Vol. % Versus In- Plane Shear Modulus <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Fig. M3- 11 Oriented Glass Fiber at 70 Vol. % Versus Tensile Modulus <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Fig. M3- 12 Oriented Glass Fiber at 70 Vol. % Versus In- Plane Shear Modulus <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | Fig. M3- 13 Poisson’s Ratios \u2014 10 to 70 Vol. % <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | Fig. M3- 14 Moment Resultants Fig. M3- 15 In- Plane Force Resultants Fig. M3- 16 Geometry of an Layered Laminate <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Fig. M3- 17 Coordinate Systems Table M3- 1 Glass Volume Fraction and Density Table M3- 2 Layer Properties <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | Table M3- 3 Products of Layer Properties Table M3- 4 Summary Table of Laminate Properties <\/td>\n<\/tr>\n | ||||||
133<\/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 | ||||||
134<\/td>\n | M4- 500 EXAMPLE OF A FABRICATOR’S QUALITY CONTROL PROGRAM <\/td>\n<\/tr>\n | ||||||
135<\/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 M5- 410 Making Pipe Test Pieces M5- 420 Making Secondary Bond Test Assemblies <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Table M5- 1 Laminator Qualification Report <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | Table M5- 2 Secondary Bonder Qualification Report <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Fig. M5- 1 Pipe Test Piece <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Fig. M5- 2 Secondary Bond Test Assembly M5- 430 Making and Measuring Secondary Bond Test Specimens M5- 440 Testing Secondary Bond Test Specimens and Calculating Secondary Bond Shear Strength <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Fig. M5- 3 Secondary Bond Test Specimen <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | M5- 450 Requirements for Qualification of Secondary Bonders <\/td>\n<\/tr>\n | ||||||
142<\/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 | ||||||
143<\/td>\n | Table M6- 1 User’s Basic Requirements Specification ( UBRS) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | Table M6- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | Table M6- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Table M6- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | Fig. M6- 1 ASME RTP- 1 Demonstration Vessel <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | Fig. M6- 2 Post- Test Sectioning of Vessel for Final Inspection and Display <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | Fig. M6- 3 Witness of Hydrotest of ASME RTP- 1 Demonstration Vessel ( Attachment No. 3) <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | MANDATORY APPENDIX M- 7 REPAIR PROCEDURES M7- 100 SCOPE M7- 200 GENERAL CONDITIONS M7- 210 Nonconformities M7- 220 Incorrectly Placed\/ Sized Attachments M7- 300 REPAIRS TO CORRECT NONCONFORMITIES M7- 310 Unrepairable Nonconformities <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | M7- 400 CLASSIFICATION OF REPAIRS M7- 500 ORDER OF REPAIRS M7- 600 REPAIR PROCEDURES M7- 610 Type 1 \u2014 Inner Surface Repairs M7- 620 Type 2 \u2014 Interior Layer Repairs <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | M7- 630 Type 3 \u2014 Structural Layer Repairs M7- 640 Type 4 \u2014 Dimensional Nonconformance Repairs <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | M7- 650 Type 5 \u2014 Undercured Laminate Repairs M7- 660 Type 6 \u2014 User’s Dimensional Nonconformance Repairs <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | MANDATORY APPENDIX M- 8 ACOUSTIC EMISSION EXAMINATION M8- 100 SCOPE M8- 200 GENERAL M8- 300 DEFINITIONS AND INSTRUMENT CALIBRATION Table M8- 1 Acceptance Criteria M8- 310 Threshold of Acoustic Emission Detectability M8- 320 Reference Amplitude Threshold <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | M8- 330 Count Criterion, and Value M8- 400 WRITTEN PROCEDURE REQUIREMENTS M8- 500 WRITTEN REPORT OF RESULTS <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | MANDATORY APPENDIX M- 9 GLOSSARY <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | MANDATORY APPENDIX M- 10 REFERENCE DOCUMENTS <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | MANDATORY 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 M11- 400 CASES <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | M11- 500 INTERPRETATIONS M11- 600 SUBMITTALS <\/td>\n<\/tr>\n | ||||||
165<\/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 | ||||||
166<\/td>\n | Table M12B- 1 ASTM Specifications for Thermoplastic Materials 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 | ||||||
167<\/td>\n | Table M12B- 2 Typical Thermoplastic Properties <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | M12B- 610 Thermoplastic Sheet <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | Table M12B- 3 Thermoplastic Sheet or Roll Receiving Log <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Table M12B- 4 Thermoplastic Sheet Visual Inspection Acceptance Criteria M12B- 620 Welding Consumables <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | M12B- 630 Bonding Resin <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | Table M12B- 5 Welding Material Receiving Log <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Table M12B- 6 Bonding Resin Receiving Log <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | M12B- 640 Conductive Spark Test Targets <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | Table M12B- 7 Conductive Material Receiving Log <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | M12B- 650 Thermoplastic Shapes for Vessel Components <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Table M12B- 8 Thermoplastic Shape Receiving Log <\/td>\n<\/tr>\n | ||||||
178<\/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 | ||||||
179<\/td>\n | Fig. M12C- 1 Support Ledges Showing Recommended Weld Locations Away From Thermoformed Bends M12C- 600 HEATING AND COOLING DESIGNS M12D- 100 SCOPE AND OPTIONS <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | M12D- 200 MACHINING OF THE THERMOPLASTIC LINING M12D- 300 FORMING M12D- 310 Limits on Thinning of Lining During Forming M12D- 320 Thermoforming M12D- 400 WELDING M12D- 410 Welder Qualification M12D- 420 Welding Procedures <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | Fig. M12D- 1 Maximum Offset Allowed for Joints Between Sheets With Different Thicknesses <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Table M12D- 1 Visual Weld Defects <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | Fig. M12D- 2 Visual Features of Hot Gas Welds Fig. M12D- 3 Illustrations of Flow Lines <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | Fig. M12D- 4 Heat Affected Zone Patterns Fig. M12D- 5 Butt Fusion Welds Showing Melt Flow Lines <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | M12D- 500 TESTS FOR DEFECTS IN WELDS M12D- 510 High Voltage Spark Test M12D- 520 Gas Penetrant Tests M12D- 600 FLANGES, NOZZLES, AND MANWAYS M12D- 610 Fabrication Options M12D- 620 Shell- Neck and Neck- Flange Designs <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | Fig. M12D- 6 Nozzle Construction for Penetrating Nozzle <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | Fig. M12D- 7 Nozzle and Manway Constructions <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | M12D- 700 INTERNAL ATTACHMENTS M12D- 800 REPAIR PROCEDURES M12D- 810 Scope M12D- 820 General Conditions M12D- 830 Nonconformities M12D- 840 Repairable Nonconformities M12D- 850 Irreparable Nonconformities <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | Fig. M12D- 8 Bottom Nozzle Constructions <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | M12D- 900 APPLICATION OF THE RTP OVERLAY M12D- 910 Application of Spark Test Targets M12D- 920 Testing Bond Strength Between Liner and RTP Overlay M12D- 1000 INSPECTION M12E- 100 SCOPE M12E- 200 FINAL INSPECTION M12E- 210 High Voltage Spark Test M12E- 220 Lining Imperfections: Visual Inspection M12F- 100 SCOPE <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | Table M12E- 1 Lining Visual Inspection Acceptance Criteria M12F- 200 PRECAUTIONS TO PREVENT MECHANICAL DAMAGE M12F- 300 INSPECTION AFTER SHIPMENT AND INSTALLATION M12G- 100 SCOPE M12G- 200 GENERAL M12G- 300 FABRICATOR’S FACILITIES AND EQUIPMENT <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | M12G- 400 PERSONNEL M12G- 500 DEMONSTRATION OF CAPABILITY M12G- 510 Welding Capability M12G- 520 Bonding Capability M12G- 530 Demonstration Vessel M12G- 540 Procedures M12G- 550 Fabricator Certification <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | Fig. M12G- 1 Dual Laminate Demonstration Vessel <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | Table M12G- 1 User’s Basic Requirements Specification ( UBRS) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Table M12G- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Table M12G- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Table M12G- 1 User’s Basic Requirements Specification ( UBRS) ( Cont’d) ( As Required by the Provisions of ASME RTP- 1) <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | Fig. M12G- 2 Post- Test Sectioning of Dual Laminate Demonstration Vessel for Final Inspection and Display <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | M12H- 100 GENERAL REQUIREMENTS M12H- 200 RESPONSIBILITY M12H- 300 QUALIFICATION OF WELDERS M12H- 310 Making Weld Test Samples M12H- 400 EVALUATING WELD SAMPLES <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | Table M12H- 1 Welder Qualification Report <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | Table M12H- 1 Welder Qualification Report ( Cont’d) <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | Table M12H- 2 Weld Strength Requirements M12H- 500 REQUALIFICATION <\/td>\n<\/tr>\n | ||||||
204<\/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 M13- 410 Balsa Wood Identification and Package Inspection M13- 420 Visual Inspection Criteria <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | Table M13- 1 Balsa Wood Core Inspection Sheet <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | NONMANDATORY APPENDIX NM- 1 DESIGN EXAMPLES NM1- 100 INTRODUCTION NM1- 200 EXAMPLE 1: VERTICAL VESSEL WITH A TORICONICAL LOWER HEAD <\/td>\n<\/tr>\n | ||||||
207<\/td>\n | Fig. NM1- 1 Toriconical Head <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | NM1- 300 EXAMPLE 2: HORIZONTAL VESSEL BY SUBPART 3B RULES NM1- 310 Loading on the Vessel <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | Fig. NM1- 2 Stress Intensity in a Toriconical Head <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Table NM1- 1 Example 1, Vessel With a Toriconical Lower Head NM1- 320 Computer Stress Analysis NM1- 330 Design Criterion <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | Fig. NM1- 3 Horizontal Tank <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | Fig. NM1- 4 Pressure Distribution <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Fig. NM1- 5 Saddle Reaction <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | Fig. NM1- 6 Stress Along Top Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Fig. NM1- 7 Stress Along 45 deg Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Fig. NM1- 8 Stress Along 90 deg Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | Fig. NM1- 9 Stress Along 135 deg Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | Fig. NM1- 10 Stress Along Bottom Meridian, Initial Try <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | Table NM1- 2 Wall Thickness in a Horizontal Tank <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | Fig. NM1- 11 Stress Along Top Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Fig. NM1- 12 Stress Along 45 deg Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | Fig. NM1- 13 Stress Along 90 deg Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Fig. NM1- 14 Stress Along 135 deg Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | Fig. NM1- 15 Stress Along Bottom Meridian, Final Try <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | NONMANDATORY APPENDIX NM- 2 DESIGN OF INTEGRAL BODY FLANGES NM2- 100 SCOPE NM2- 200 NOMENCLATURE <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | Table NM2- 1 Typical Body Flange Dimensions and Recommended Bolt Torque Values for RTP Body Flanges <\/td>\n<\/tr>\n | ||||||
227<\/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 | ||||||
228<\/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 | ||||||
229<\/td>\n | Fig. NM2- 1 Design of Flat- Face Integral Body Flanges With Full- Face Gaskets <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | Fig. NM2- 2 Values of ( Integral Flange Factors) <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | Fig. NM2- 3 Values of ( Hub Stress Correction Factors) <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | Fig. NM2- 4 Values of and ( Terms Involving <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | NM2- 300 EXAMPLE CALCULATION <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | Fig. NM2- 5 Values of ( Integral Flange Factors) <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | Fig. NM2- 6 Design of Flat- Face Integral Body Flanges With Full- Face Gaskets ( Example Calculation \u2014 72 in. Flange at 30 psi) <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | Table NM2- 4 Values of and ( Factors Involving <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | Table NM2- 4 Values of and ( Factors Involving ( Cont’d) <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | Table NM2- 4 Values of and ( Factors Involving ( Cont’d) <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | Table NM2- 4 Values of and ( Factors Involving ( Cont’d) <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | NONMANDATORY APPENDIX NM- 3 SEISMIC, WIND, AND SNOW LOADINGS NM3- 100 TYPICAL CODES NM3- 200 NOMENCLATURE NM3- 300 EXAMPLES NM3- 310 Loading Criteria <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | NM3- 320 Design for Operating Loads <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | NM3- 330 Hold- Downs for Seismic Loading <\/td>\n<\/tr>\n | ||||||
248<\/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 | ||||||
249<\/td>\n | Fig. NM4- 1 Wound- On Hold- Down Lug <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | Fig. NM4- 2A Secondary Bonded Hold- Down Lug, Type A <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | Fig. NM4- 2B Secondary Bonded Hold- Down Lug, Type B <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | Fig. NM4- 3 Moment Coefficient, Fig. NM4- 4 Uplift Coefficient, <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | NM4- 400 SECONDARY BONDED LUG DESIGN <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | Fig. NM4- 5 Recommended Hold- Down Clip <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | NM4- 500 EXAMPLES NM4- 510 Wound Lug Example <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | NM4- 520 Secondary Bonded Lug Example <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | NONMANDATORY APPENDIX NM- 5 RING SUPPORT OF VESSELS NM5- 100 SCOPE NM5- 200 BAND WITH LUGS NM5- 210 Nomenclature NM5- 220 Design Procedure NM5- 230 Split- Ring Flanges NM5- 240 Thickness of Gussets and Baseplate <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | Fig. NM5- 1 Lugs on Band <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Fig. NM5- 2 Moment Coefficient, <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | Fig. NM5- 3 Split- Ring Flange <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | NM5- 250 Shear Collar NM5- 300 DOUBLE- RING SUPPORT NM5- 310 Nomenclature NM5- 320 Design Procedure for Double Rings on a Band <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Fig. NM5- 4 Ring Support of Vessels <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | Fig. NM5- 5 Geometric Quantities <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | NM5- 400 DESIGN PROCEDURE FOR A FABRICATED OR ROLLED STRUCTURAL CHANNEL DOUBLE- RING SUPPORT NM5- 410 Stress in Ring NM5- 420 Design Charts NM5- 430 Section Proportions NM5- 500 SPLIT- RING CONSTRUCTION NM5- 510 Nomenclature NM5- 520 Design Procedure <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Fig. NM5- 6 Ring Design Chart for Three Lugs <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | Fig. NM5- 7 Ring Design Chart for Four Lugs <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | Fig. NM5- 8 Ring Design Chart for Eight Lugs <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | NM5- 530 Welding NM5- 600 EXAMPLES NM5- 610 Double- Ring Support NM5- 620 Band With Lugs NM5- 630 Split- Ring Flange <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | Fig. NM5- 9 Example Cross Section <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | Fig. NM5- 10 Lug <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | NONMANDATORY APPENDIX NM- 6 EXAMPLE OF A FABRICATOR’S QUALITY CONTROL PROGRAM SECTION 1 QUALITY CONTROL POLICY 1.1 Scope 1.2 Purpose 1.3 Laboratory Standards 1.4 Test Methods 1.5 Operating Procedures 1.6 Documentation 1.7 Nonconformity Correction Reports <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | 1.8 Distribution of QC Manual 1.9 QC Manual Revision 1.10 Notification of In- Process Changes SECTION 2 QUALITY CONTROL ORGANIZATION 2.1 Scope and Purpose 2.2 Organizational Responsibility 2.3 Organizational Functions 2.4 Organization Chart SECTION 3 DOCUMENTATION 3.1 Scope and Purpose 3.2 Minimum Documentation 3.3 Document Preparation Responsibility SECTION 4 INSPECTION OF RECEIVED GOODS 4.1 Resin <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | Fig. NM6- 1 Organization Chart <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | 4.2 Reinforcements 4.3 Curing Agents 4.4 Purchased and\/ or Subvended Items 4.5 Common Additives SECTION 5 IN- PROCESS INSPECTION 5.1 Resin Mixing 5.2 Material Dispersion <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | 5.3 Component Fabrication 5.4 Assembly SECTION 6 FINISHED EQUIPMENT INSPECTION 6.1 Resin Cure 6.2 Dimensions and Laminate Thickness 6.3 Visual Imperfections 6.4 Physical Property Tests 6.5 Equipment Pressure Tests SECTION 7 RECORD RETENTION AND CONTROLS 7.1 Scope <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | 7.2 Application and Retention 7.3 Record Retention 7.4 Procedure for Record Handling <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | Table NM6- 1 Mixing Data Sheet <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | Table NM6- 2 Component Data Sheet <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | Table NM6- 3 Document Control Sheet <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | Table NM6- 4 Document Distribution List <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | Table NM6- 5 Document Preparation and Distribution Responsibility <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | Table NM6- 6 Nonconformity Correction Report <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | Table NM6- 6 Nonconformity Correction Report ( Cont’d) <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | Table NM6- 7 QC Manual Master Revision List <\/td>\n<\/tr>\n | ||||||
287<\/td>\n | NONMANDATORY APPENDIX NM- 7 ACCEPTANCE INSPECTION BY USER’S INSPECTOR NM7- 100 SCOPE NM7- 200 USER’S 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 | ||||||
288<\/td>\n | Fig. NM7- 1 Recommended Fabrication Tolerances <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | Fig. NM7- 1 Recommended Fabrication Tolerances ( Cont’d) <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | Table NM7- 1 RTP Equipment Inspection Requirements <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | NONMANDATORY APPENDIX NM- 8 HANDLING AND SHIPPING NM8- 100 GENERAL NM8- 200 HANDLING Fig. NM8- 1 Lifting Vessel With Spreader Bar Fig. NM8- 2 Strongback for Lifting <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | NM8- 300 TEMPORARY STORAGE NM8- 400 SHIPPING Fig. NM8- 3 Use of Strongbacks <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | NONMANDATORY APPENDIX NM- 9 INSTALLATION OF RTP VESSELS NM9- 100 SCOPE NM9- 200 RECEIVING INSPECTION NM9- 300 INSTALLATION OF RTP VESSELS Fig. NM9- 1 Flat- Face Valve Flange to Flat- Face RTP Nozzle Flange and Full- Face Gasket <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | Fig. NM9- 2 Raised- Face Valve Flange to Flat- Face RTP Nozzle Flange With Filler Ring and Full- Face Gasket NM9- 400 GENERAL SERVICE REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | Fig. NM9- 3 Flange Bolt Tightening <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | NONMANDATORY APPENDIX NM- 10 REQUIREMENTS AND RESPONSIBILITIES OF USER ( OR USER’S AGENT), FABRICATOR, INSPECTOR, AND CERTIFIED INDIVIDUAL NM10- 100 SCOPE AND PURPOSE NM10- 200 USER ( OR USER’S AGENT) NM10- 300 FABRICATOR <\/td>\n<\/tr>\n | ||||||
300<\/td>\n | NM10- 400 INSPECTOR NM10- 500 CERTIFIED INDIVIDUAL <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | Fig. NM10- 1 RTP- 1 Flowchart <\/td>\n<\/tr>\n | ||||||
303<\/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 | ||||||
304<\/td>\n | Fig. NM11- 1 Stress Function <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | NONMANDATORY APPENDIX NM- 12 FRP FLANGE DESIGN NM12- 100 SCOPE NM12- 200 NOMENCLATURE Fig. NM12- 1 Flange Dimensioning Details NM12- 300 CALCULATION PROCEDURE <\/td>\n<\/tr>\n | ||||||
306<\/td>\n | Fig. NM12- 2 Flange Loading Conditions NM12- 310 Nozzle Wall Thickness NM12- 320 Gasket Seating Loads NM12- 330 Design Operating Loads NM12- 340 Flange Thickness NM12- 350 Minimum Bolt Torque NM12- 360 Maximum Bolt Torque <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | NM12- 370 Hub Thickness and Height NM12- 380 Bolt Spacing and Clearances NM12- 400 FLANGE DESIGN EXAMPLE <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | NONMANDATORY APPENDIX NM- 13 STRESS ANALYSIS METHODS NM13A- 100 SIGN CONVENTION AND NOMENCLATURE <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | NM13A- 200 PRINCIPAL STRESSES AND STRESS INTENSITIES DUE TO INTERNAL PRESSURE NM13A- 210 Principal Stresses NM13A- 220 Stress Intensities NM13A- 300 BENDING ANALYSIS FOR UNIFORMLY DISTRIBUTED EDGE LOADS NM13A- 310 Displacements, Bending Moments, and Shearing Forces in Terms of Conditions at Reference Edge, 0 <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | NM13A- 320 Edge Displacements and Rotations in Terms of Edge Loads <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | NM13A- 330 Principal Stresses Due to Bending NM13B- 100 SCOPE NM13B- 200 NOMENCLATURE AND SIGN CONVENTION <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | NM13B- 300 PRINCIPAL STRESSES AND STRESS INTENSITIES RESULTING FROM INTERNAL OR EXTERNAL PRESSURE NM13B- 310 Principal Stresses Resulting From Internal Pressure NM13B- 320 Stress Intensities Resulting From Internal Pressure NM13B- 330 Principal Stresses Resulting From External Pressure <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | NM13B- 340 Stress Intensities Resulting From External Pressure NM13B- 400 BENDING ANALYSIS FOR UNIFORMLY DISTRIBUTED EDGE LOADS NM13B- 410 Displacement, Rotation, Moment, and Membrane Force in Terms of Loading Conditions at Reference Edge NM13B- 420 Displacement and Rotation of Reference Edge in Terms of Loading Conditions at Reference Edge <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | NM13B- 430 Principal Stresses in Spherical Shells Resulting From Edge Loads NM13B- 500 ALTERNATE BENDING ANALYSIS OF A HEMISPHERICAL SHELL SUBJECTED TO UNIFORMLY DISTRIBUTED EDGE LOADS NM13B- 510 Displacement, Rotation, Moment, and Shear Forces in Terms of Loading Conditions at Edge NM13B- 520 Principal Stresses in a Hemispherical Shell Due to Edge Loads <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | NM13C- 100 SCOPE NM13C- 200 NOMENCLATURE AND SIGN CONVENTION NM13C- 300 PRESSURE AND EDGE LOADS ON CIRCULAR FLAT PLATES NM13C- 310 Pressure Loads on Simply Supported Flat Plates <\/td>\n<\/tr>\n | ||||||
317<\/td>\n | NM13C- 320 Edge Loads on Flat Plates NM13C- 400 FLAT PLATE PRESSURE VESSEL HEADS NM13C- 410 Displacements and Principal Stresses in a Flat Head <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | NM13C- 500 GEOMETRY CONSTANTS NM13C- 600 STRESS INTENSITIES IN A FLAT PLATE <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | NM13D- 100 GENERAL NM13D- 200 INFORMATION REQUIRED NM13D- 300 METHOD OF ANALYSIS NM13D- 310 Procedure for Discontinuity Analysis <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | NM13D- 320 Stresses NM13D- 400 EXAMPLE ILLUSTRATING THE APPLICATION OF PARAGRAPH NM13D- 310 NM13D- 410 Given NM13D- 420 Required NM13D- 430 Solution <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | Fig. NM13A- 1 Sign Conventions for Cylindrical Segments Fig. NM13B- 1 Sign Conventions for Spherical Segments <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | Fig. NM13C- 1 Sign Conventions for Flat Plates Fig. NM13C- 2 Simply Supported Flat Plate Fig. NM13C- 3 Edge Loads on Flat Plates Fig. NM13C- 4 Flat Plate Vessel Head Fig. NM13C- 5 Flat Plate to Cylinder Joint Fig. NM13D- 1 Example Pressure Vessel <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | Fig. NM13D- 2 Forces and Moments in Pressure Vessel Example Fig. NM13D- 3 Hemispherical Head Fig. NM13D- 4 Cylindrical Shell Fig. NM13D- 5 Flat Plate Head Table NM13C- 1 Multiplying Factors <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | NONMANDATORY APPENDIX NM- 14 ISO 9001 QUALITY CONTROL SYSTEM NM14- 100 INTRODUCTION NM14- 200 MANAGEMENT RESPONSIBILITY NM14- 210 Quality Policy NM14- 220 Organization NM14- 230 Management Review NM14- 300 QUALITY CONTROL PROGRAM <\/td>\n<\/tr>\n | ||||||
330<\/td>\n | NM14- 400 CONTRACT REVIEW NM14- 500 DESIGN CONTROL NM14- 510 Design and Development Planning NM14- 520 Design Input NM14- 530 Design Output NM14- 540 Design Verification NM14- 550 Design Changes NM14- 600 DOCUMENT CONTROL NM14- 610 Document Approval and Issue <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | NM14- 620 Document Changes\/ Modifications NM14- 700 PURCHASING NM14- 710 Assessment of Subcontractors NM14- 720 Purchasing Data NM14- 730 Verification of Purchased Product NM14- 800 PURCHASER- SUPPLIED PRODUCT NM14- 900 PRODUCT IDENTIFICATION AND TRACEABILITY NM14- 1000 PROCESS CONTROL <\/td>\n<\/tr>\n | ||||||
332<\/td>\n | NM14- 1100 INSPECTION AND TESTING NM14- 1110 Receiving Inspection and Testing NM14- 1120 In- Process Inspection and Testing NM14- 1130 Final Inspection and Testing NM14- 1140 Inspection and Test Records NM14- 1200 INSPECTION, MEASURING, AND TEST EQUIPMENT <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | NM14- 1300 INSPECTION AND TEST STATUS NM14- 1400 CONTROL OF NONCONFORMING PRODUCT NM14- 1500 CORRECTIVE ACTION NM14- 1600 HANDLING, STORAGE, PACKAGING, AND DELIVERY NM14- 1610 Handling NM14- 1620 Storage NM14- 1630 Packaging NM14- 1640 Delivery <\/td>\n<\/tr>\n | ||||||
334<\/td>\n | NM14- 1700 QUALITY RECORDS NM14- 1800 INTERNAL QUALITY AUDITS NM14- 1900 TRAINING NM14- 2000 SERVICING NM14- 2100 STATISTICAL TECHNIQUES <\/td>\n<\/tr>\n | ||||||
335<\/td>\n | NONMANDATORY APPENDIX NM- 15 FLAT CORED PLATE DESIGN NM15- 100 CORED PLATE DESIGN NM15- 110 Solid Plate Design NM15- 120 Initial Estimate of Core Thickness NM15- 130 Plate Deflections and Stresses NM15- 140 Calculate Plate Deflection, Facial Stress, and Core Stress, NM15- 150 Calculate Shear Stress at the Bond Line ( NM15- 160 Design Optimization <\/td>\n<\/tr>\n | ||||||
336<\/td>\n | Fig. NM15- 1 Equivalent Solid and Cored Plates NM15- 170 Design Example <\/td>\n<\/tr>\n | ||||||
337<\/td>\n | NM15- 180 Discussion <\/td>\n<\/tr>\n | ||||||
338<\/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 | ||||||
340<\/td>\n | NM16- 300 USING SIMPLIFIED EQUATION <\/td>\n<\/tr>\n | ||||||
341<\/td>\n | SI UNITS <\/td>\n<\/tr>\n | ||||||
342<\/td>\n | List of SI Units for Use With ASME RTP- 1 <\/td>\n<\/tr>\n | ||||||
343<\/td>\n | Commonly Used Conversion Factors <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | INDEX <\/td>\n<\/tr>\n | ||||||
347<\/td>\n | ASME RTP- 1 INTERPRETATIONS NO. 8 <\/td>\n<\/tr>\n | ||||||
351<\/td>\n | RTP- 1 \u2014 Cases <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME RTP-1 Reinforced Thermoset Plastic Corrosion-Resistant Equipment<\/b><\/p>\n |