{"id":112709,"date":"2024-10-18T16:35:46","date_gmt":"2024-10-18T16:35:46","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-b31-9-2014\/"},"modified":"2024-10-24T22:05:46","modified_gmt":"2024-10-24T22:05:46","slug":"asme-b31-9-2014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-b31-9-2014\/","title":{"rendered":"ASME B31.9 2014"},"content":{"rendered":"
ASME B31.9 has rules for piping in industrial, institutional, commercial and public buildings, and multi-unit residences, which does not require the range of sizes, pressures, and temperatures covered in ASME<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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5<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | ASME B31 COMMITTEE ROSTER <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | INTRODUCTION <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Chapter I Scope and Definitions 900 GENERAL <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Figures \n Fig. 900.1.2 Code Jurisdictional Limits for Piping \u2014 Drum-Type Boilers <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Chapter II Design 901 DESIGN CONDITIONS 902 DESIGN CRITERIA <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Tables Table 902.4.3 Joint Factors, E 903 CRITERIA FOR PRESSURE DESIGN OF PIPING COMPONENTS 904 PRESSURE DESIGN OF COMPONENTS <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Fig. 904.2.2 Nomenclature for Miter Joints Table 904.2.1 Pipe Thickness for Bends <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 905 PIPE <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 906 FITTINGS, BENDS, AND INTERSECTIONS 907 VALVES 908 FLANGES, BLANKS, GASKETS, AND BOLTING 910 PIPING JOINTS 911 WELDED JOINTS <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 912 FLANGED JOINTS 913 MECHANICAL AND PROPRIETARY JOINTS 914 THREADED JOINTS 915 FLARED, FLARELESS, AND COMPRESSION JOINTS 916 BELL AND SPIGOT JOINTS 917 BRAZED AND SOLDERED JOINTS <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Table 917.3 Rated Internal Working Pressures of Joints Made With Copper Water Tube and Solder Joint Fittings, psig 919 EXPANSION AND FLEXIBILITY <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Table 919.3.1 Moduli of Elasticity and Thermal Expansion Coefficients <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 920 LOADS ON PIPE- SUPPORTING ELEMENTS <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 921 DESIGN OF PIPE- SUPPORTING ELEMENTS <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Fig. 921.1.3-1 Support Spans for Standard Wall Steel Pipe <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Fig. 921.1.3-2 Support Spans for Copper and Thermoplastic Pipe <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table 921.2.2 Capacities of Threaded ASTM A36 Steel Rods <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 922 DESIGN REQUIREMENTS PERTAINING TO SPECIFIC PIPING SYSTEMS <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Chapter III Materials 923 MATERIALS \u2014 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Chapter IV Component Requirements and Standard Practices 926 DIMENSIONS AND RATINGS OF COMPONENTS <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Table 926.1 Component Standards and Specifications <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Table 926.2 Standard Practices <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Chapter V Fabrication, Assembly, and Erection 927 WELDED FABRICATION OF METALS <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Fig. 927.4.3-1 Fillet Weld Size <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Fig. 927.4.3-2 Minimum Weld Size, Setback, and Depth of Insertion for Slip-On and Socket Weld Flanges Fig. 927.4.3-3 Minimum Welding Dimensions for Socket-Welding Components Other Than Flanges <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Fig. 927.4.5-1 Acceptable Welds for Flat Heads Fig. 927.4.5-2 Unacceptable Welds for Flat Heads <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Fig. 927.4.6-1 Typical Weld Branch Connections Fig. 927.4.6-2 Typical Weld Details <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 928 BRAZING AND SOLDERING OF METALS <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 929 BENDING 930 FORMING 931 HEAT TREATMENT 934 FABRICATION OF NONMETALS <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 935 ASSEMBLY <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Chapter VI Inspection, Examination, and Testing 936 INSPECTION AND EXAMINATION <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 937 LEAK TESTING <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | MANDATORY APPENDIX I STRESS TABLES <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Table I- 1 Allowable Stresses <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Table I- 1 Allowable Stresses ( Cont’d) <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Table I- 1 Allowable Stresses ( Cont’d) <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Table I- 1 Allowable Stresses ( Cont’d) <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Table I- 1 Allowable Stresses ( Cont’d) <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Table I- 2 Hydrostatic Design Stresses ( HDS) and Recommended Temperature Limits for Thermoplastic Pipe <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Table I- 2 Hydrostatic Design Stresses ( HDS) and Recommended Temperature Limits for Thermoplastic Pipe ( Cont’d) Table I- 3 Design Stress Values for Contact Molded ( Hand- Lay- Up) Pipe Made From Reinforced Thermosetting Resins <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Table I- 4 Hydrostatic Design Basis Stress for Machine- Made Thermosetting Resin Pipe <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Table I- 4 Hydrostatic Design Basis Stress for Machine- Made Thermosetting Resin Pipe ( Cont’d) <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | MANDATORY APPENDIX II ALLOWABLE PRESSURES FOR NONMETALLIC, NONPLASTIC PRESSURE PIPING Table II- 1 Alowable Pressures for Nonmetallic, Nonplastic Pressure Piping <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | MANDATORY APPENDIX III REFERENCE STANDARDS <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | MANDATORY APPENDIX IV PREPARATION OF TECHNICAL INQUIRIES IV- 1 INTRODUCTION IV- 2 REQUIREMENTS IV- 3 SUBMITTAL <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | NONMANDATORY APPENDIX A NONMANDATORY QUALITY SYSTEM PROGRAM <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | NONMANDATORY APPENDIX B SEISMIC DESIGN AND RETROFIT OF PIPING SYSTEMS B- 1 PURPOSE <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | B- 2 MATERIALS B- 3 DESIGN <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | Table B- 3.2.1 Seismic Design Requirements, Applicable Sections Table B- 3.3.1 Maximum Span ( ft) Between Lateral Seismic Restraints for Steel Pipe With a Yield Stress of 35 ksi, in Water Service at 70\u00b0 F <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | B- 4 INTERACTIONS B- 5 DOCUMENTATION B- 6 MAINTENANCE B- 7 REFERENCES <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | INDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME B31.9 Building Services Piping<\/b><\/p>\n |