{"id":416551,"date":"2024-10-20T06:11:22","date_gmt":"2024-10-20T06:11:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-898-22022-tc\/"},"modified":"2024-10-26T11:29:55","modified_gmt":"2024-10-26T11:29:55","slug":"bs-en-iso-898-22022-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-898-22022-tc\/","title":{"rendered":"BS EN ISO 898-2:2022 – TC"},"content":{"rendered":"
This document specifies the mechanical and physical properties of nuts made of non-alloy steel or alloy steel, when tested at the ambient temperature range of 10 \u00b0C to 35 \u00b0C. This document applies to nuts: \u2014 with ISO metric thread (see ISO 68-1), \u2014 with diameter\/pitch combinations according to ISO 261 and ISO 262, \u2014 with coarse pitch thread M5 to M39, and fine pitch thread M8\u00d71 to M39\u00d73, \u2014 with thread tolerances according to ISO 965-1, ISO 965-2 or ISO 965-5, \u2014 with specified property classes 04, 05, 5, 6, 8, 10 and 12 including proof load, \u2014 of three different nut styles (see 5.1): regular nuts (style 1), high nuts (style 2) and thin nuts (style 0), \u2014 with a minimum outside diameter or width across flats s ? 1,45D, \u2014 able to mate with bolts, screws and studs with property classes in accordance with ISO 898-1 (see Annex B), and \u2014 intended to be used in applications ranging from \u201350 \u00b0C to +150 \u00b0C, or up to +300 \u00b0C. WARNING \u2014 Nuts conforming to the requirements of this document are tested at the ambient temperature range of 10 \u00b0C to 35 \u00b0C and are used in applications ranging from \u201350 \u00b0C to +150 \u00b0C; however, these nuts are also used outside this range and up to +300 \u00b0C for specific applications. It is possible that they do not retain the specified mechanical and physical properties at lower and\/or elevated temperatures. Therefore, it is the responsibility of the user to determine the appropriate choices based on the service environment conditions of the assembly (see also 7.1). For additional specifications applicable to hot dip galvanized nuts, see ISO 10684. For nuts designed for particular applications, see ISO\/TR 16224. This document does not specify requirements for functional properties such as: \u2014 prevailing torque properties (see ISO 2320), \u2014 torque\/clamp force properties (see ISO 16047 for test method), \u2014 weldability, or \u2014 corrosion resistance.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | compares BS EN ISO 898-2:2022 <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | TRACKED CHANGES Text example 1 \u2014 indicates added text (in green) <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | National foreword This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Contractual and legal considerations Compliance with a British Standard cannot confer immunity from legal obligations. <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | ForewordEuropean foreword Endorsement notice <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Fasteners \u2014 Mechanical properties of fasteners made of carbon steel and alloy steel \u2014 Nuts with specified property classes \u2014 Coarse thread and fine pitch thread 1 Scope <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | WARNING \u2014 Nuts conforming to the requirements of this document are tested at the ambient temperature range of 10 C to 35 C and are used in applications ranging from \u201350 C to +150 C; however, these nuts are also used outside this range and up to +3… 2 Normative references <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 3 Terms and definitions 4.2.1 General 4.2.2 Regular nuts (style 1) and high nuts (style 2) <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.2.3 Thin nuts (style 0) Table 1 \u2014 Ranges of nominal diameters in relation to nut style and property class 5.1 Nut styles <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.2 Property classes 5.2.1 Regular nuts (style 1) and high nuts (style 2) 5.2.2 Thin nuts (style 0) <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 56 Design of bolt and nut assemblies Table 2 \u2014 Combination of regular nuts (style 1) and high nuts (style 2) with bolt, screw, stud property classes 6 Materials <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Table 3 \u2014 Steels 7 Material, heat treatment, chemical composition and steel microstructure 7.1 General <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 7.2 Heat treatment 7.3 Chemical composition <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 7.4 Steel microstructure 7.4.1 Non\u2011quenched and tempered nuts 7.4.2 Quenched and tempered nuts <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 7 Mechanical properties Table 4 \u2014 Proof load values for nuts with coarse thread <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Table 5 \u2014 Proof load values for nuts with fine pitch thread Table 6 \u2014 Hardness properties for nuts with coarse thread <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 7 \u2014 Hardness properties for nuts with fine pitch thread 8 Mechanical and physical properties 8.1 General 8.2 Proof load <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 8.3 Hardness <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 8.4 Surface integrity 89 Inspection 8.19.1 Manufacturer’s inspection 8.29.2 Supplier’s inspection 8.39.3 Purchaser’s inspection <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 9.4 Delivery of test results 910 Test methods 9.110.1 Proof load test 9.1.110.1.1 General 9.1.210.1.2 Applicability 9.1.310.1.3 Apparatus 9.1.410.1.4 Testing device <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Figure 1 \u2014 Axial tensile test <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Table 8 \u2014 Hole diameter for the grip Dimensions in millimetres <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 9.1.510.1.5 Test procedure 9.1.610.1.6 Test results and requirements 9.1.7 Requirements <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 9.210.2 Hardness testtests 9.2.1 Applicability 9.2.2 Test methods 9.2.3 Test procedures 9.2.3.1 Test load for hardness determination 9.2.3.2 Hardness determined on a surface 9.2.3.3 Hardness determined on a longitudinal section <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 9.2.4 Requirements 9.2.4.1 Quenched and tempered nuts 9.2.4.2 Non-quenched and tempered nuts 10.2.1 General Table 12 \u2014 Summary of hardness requirements 10.2.2 Applicability <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 10.2.3 Test methods 10.2.4 Test procedures for routine inspection a) Hardness determined on the bearing surface b) Hardness determined on the transverse section <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Figure 4 \u2014 Hardness determination on the transverse section 10.2.5 Hardness determined in the thread Table 13 \u2014 Selection of appropriate test force for Vickers hardness test <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 10.2.6 Hardness determined in the core <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Figure 6 \u2014 Hardness determination in the core 10.2.7 Uniformity of hardness for quenched and tempered nuts (QT) 10.2.8 Requirements for non\u2011quenched and tempered nuts (NQT) 10.2.9 Requirements for quenched and tempered nuts (QT) <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 10.3 Steel microstructure 10.3.1 General 10.3.2 Applicability 10.3.3 Test method 10.3.4 Test results and requirements 10.4 Retempering test 10.4.1 General 10.4.2 Test procedure 10.4.3 Test results and requirements <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 10.5 Surface discontinuity inspection 10 Marking 10.1 General 10.2 Identification mark of the manufacturer 10.3 Marking of property classes 10.3.1 General 10.3.2 Regular nuts (style 1) and high nuts (style 2) Table 9 \u2014 Marking symbols of property classes for regular nuts (style 1) and high nuts (style 2) <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 10.3.3 Thin nuts (style 0) Table 10 \u2014 Marking symbols of property classes for thin nuts (style 0) 10.4.1 Hexagon nuts Figure 5 \u2014 Examples of marking with clock-face system (alternative marking) <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 10.4.2 Other type of nuts Figure 6 \u2014 Marking of left-hand thread Figure 7 \u2014 Alternative marking of left-hand thread 11 Marking and labelling 11.1 General requirements <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 11.2 Property class marking symbols for nuts with full loadability <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 11.3 Property class marking symbols for nuts with reduced loadability Table 15 \u2014 Property class marking symbols for nuts with reduced loadability (e.g. thin nuts) 11.4 Manufacturer\u2019s identification mark 11.5 Nut marking Figure 7 \u2014 Examples of marking for hexagon nuts with full loadability <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Figure 9 \u2014 Examples of marking for hexagon nuts with reduced loadability Figure 10 \u2014 Examples of marking for left\u2011hand thread <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 11.6 Marking of the packages (labelling) <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Table A.1 \u2014 Minimum heights of hexagon nuts Table A.2 \u2014 Minimum Vickers hardness suggested for regular nuts (style 1) with D < M5 <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Annex A Thread dimensions of the test mandrel Table A.1 \u2014 Thread dimensions of the proof load test mandrel \u2014 Coarse pitch thread <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Table A.2 \u2014 Thread dimensions of the proof load test mandrel \u2014 Fine pitch thread <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Table B.1 \u2014 Thread dimensions of the proof load test mandrel \u2014 Coarse thread <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Table B.2 \u2014 Thread dimensions of the proof load test mandrel \u2014 Fine pitch thread <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Annex B Design principles for nuts B.1 Basic design principles for nuts WARNING \u2014 Nuts on the market showing vertical bars on each side of the property class symbol (e.g. |8| ) do not fulfil the requirements of this document. <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Table B.1 \u2014 Minimum height of standard hexagon nuts (without flange and without prevailing torque feature) B.2 Nuts with diameters D 39 mm <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Annex C Stress under proof load, SP Table C.1 \u2014 Stress under proof load, SP \u2014 Coarse pitch thread <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Bibliography <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 1 Scope <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 2 Normative references 3 Terms and definitions 4 Symbols <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 5 Designation systems 5.1 Nut styles 5.2 Property classes 5.2.1 Regular nuts (style 1) and high nuts (style 2) <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 5.2.2 Thin nuts (style 0) 6 Design of bolt and nut assemblies 7 Material, heat treatment, chemical composition and steel microstructure 7.1 General <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 7.2 Heat treatment 7.3 Chemical composition <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 7.4 Steel microstructure 7.4.1 Non-quenched and tempered nuts 7.4.2 Quenched and tempered nuts 8 Mechanical and physical properties 8.1 General 8.2 Proof load <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 8.3 Hardness <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 8.4 Surface integrity 9 Inspection 9.1 Manufacturer’s inspection 9.2 Supplier’s inspection 9.3 Purchaser’s inspection <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 9.4 Delivery of test results 10 Test methods 10.1 Proof load test 10.1.1 General 10.1.2 Applicability 10.1.3 Apparatus 10.1.4 Testing device <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 10.1.5 Test procedure <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 10.1.6 Test results and requirements 10.2 Hardness tests 10.2.1 General 10.2.2 Applicability 10.2.3 Test methods 10.2.4 Test procedures for routine inspection <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | 10.2.5 Hardness determined in the thread <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 10.2.6 Hardness determined in the core <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 10.2.7 Uniformity of hardness for quenched and tempered nuts (QT) 10.2.8 Requirements for non-quenched and tempered nuts (NQT) 10.2.9 Requirements for quenched and tempered nuts (QT) 10.3 Steel microstructure 10.3.1 General 10.3.2 Applicability 10.3.3 Test method <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 10.3.4 Test results and requirements 10.4 Retempering test 10.4.1 General 10.4.2 Test procedure 10.4.3 Test results and requirements 10.5 Surface discontinuity inspection 11 Marking and labelling 11.1 General requirements <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 11.2 Property class marking symbols for nuts with full loadability <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 11.3 Property class marking symbols for nuts with reduced loadability 11.4 Manufacturer\u2019s identification mark 11.5 Nut marking <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | 11.6 Marking of the packages (labelling) <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Annex A (normative) Thread dimensions of the test mandrel <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | Annex B (informative) Design principles for nuts <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Annex C (informative) Stress under proof load, SP <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Fasteners. Mechanical properties of fasteners made of carbon steel and alloy steel – Part 2: Nuts with specified property classes<\/b><\/p>\n |