BS EN 14399-2:2015 – TC:2020 Edition
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Tracked Changes. High-strength structural bolting assemblies for preloading – Suitability for preloading
Published By | Publication Date | Number of Pages |
BSI | 2020 | 51 |
This European Standard specifies the technical requirements for high-strength structural bolting assemblies in order to ensure the suitability for preloading of bolted connections in metallic structures. A suitability test is specified to check the behaviour of the structural bolting assemblies so as to ensure that the required preload can be reliably obtained by the tightening methods specified in EN 1090 2 with sufficient margins against overtightening and against failure.
PDF Catalog
PDF Pages | PDF Title |
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1 | compares BS EN 14399-2:2015 |
2 | TRACKED CHANGES Text example 1 — indicates added text (in green) |
4 | Compliance with a British Standard does not of itselfcannot confer immunity from legal obligations. |
5 | EN 14399-2 High-strength structural bolting assemblies for preloading – Part 2: Suitability test for preloading |
7 | Foreword |
9 | Introduction |
10 | 1 Scope 2 Normative references 3 Terms and definitions |
11 | 4 Symbols and units |
12 | 5 Technical requirements for structural bolting assemblies 5.1 Composition of bolting assemblies |
13 | Table 1 — Composition of high-strength structural bolting assemblies and component marking |
14 | 5.2 Manufacturing requirements 5.3 Marking of the components of the bolting assemblies 5.4 Delivery conditions for the bolting assemblies |
15 | 5.5 Information to be supplied Table 2 — Information related to tightening methods for the required preload Fp,C = 0,7 fub As 6 Suitability test 56.1 Principle of the test |
16 | 66.2 Test apparatus |
17 | 76.3 Test assemblies |
18 | Figure 1 — Test set-up 96.5 Test procedure |
19 | 106.6 Evaluation of the test results |
20 | Figure 2 — Rotation/bolt force curve Figure 3 — Torque/bolt force curve |
21 | Figure 3 — Torque/bolt force curve 10.36.6.3 Elongation/bolt force curve |
22 | Figure 4 — Elongation/bolt force curve |
24 | 11 Test report |
25 | 6.7 Test report |
26 | Annex A (informative) |
30 | Contents Page |
31 | Foreword |
32 | Introduction |
33 | 1 Scope 2 Normative references 3 Terms and definitions |
34 | 4 Symbols and units |
35 | 5 Technical requirements for structural bolting assemblies 5.1 Composition of bolting assemblies |
36 | Table 1 — Composition of high-strength structural bolting assemblies and component marking |
37 | 5.2 Manufacturing requirements 5.3 Marking of the components of the bolting assemblies 5.4 Delivery conditions for the bolting assemblies |
38 | 5.5 Information to be supplied Table 2 — Information related to tightening methods for the required preload Fp,C = 0,7 fub As 6 Suitability test 6.1 Principle of the test |
39 | 6.2 Test apparatus Table 3 — Characteristics of shims 6.3 Test assemblies |
40 | 6.4 Test set-up Figure 1 — Test set-up 6.5 Test procedure |
41 | 6.6 Evaluation of the test results 6.6.1 Rotation/bolt force curve |
42 | Figure 2 — Rotation/bolt force curve 6.6.2 Torque/bolt force curve for the torque at the design preload |
43 | Figure 3 — Torque/bolt force curve 6.6.3 Elongation/bolt force curve Figure 4 — Elongation/bolt force curve |
44 | 6.6.4 Torque/bolt force curve for the individual values of the bolt force at a specified value of the applied torque Figure 5 — Torque/bolt force curve 6.7 Test report |
46 | Annex A (informative) Special testing conditions and procedures |
47 | Bibliography |
51 | Bibliography |