BSI 23/30397900 DC 2023
$13.70
BS EN 1993-1-10. Eurocode 3. Design of steel structures – Part 1-10. Material toughness and through-thickness properties
Published By | Publication Date | Number of Pages |
BSI | 2023 | 54 |
(1) EN 1993-1-10 contains design guidance for the selection of steel for fracture toughness and for through thickness properties of welded elements where there is a significant risk of lamellar tearing during fabrication. (2) Section 2 applies to steel grades S 235 to S 690. However section 3 applies to steel grades S 235 to S 460 only. (3) The rules and guidance given in section 2 and 3 assume that the construction will be executed in accordance with EN 1090.
PDF Catalog
PDF Pages | PDF Title |
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9 | 1 Scope 1.1 Scope of EN 1993110 1.2 Assumptions 2 Normative references |
10 | 3 Terms, definitions and symbols 3.1 Terms and definitions |
12 | 3.2 Symbols and abbreviations 3.2.1 Latin upper-case symbols 3.2.2 Latin lower-case symbols 3.2.3 Greek upper-case symbols |
13 | 3.2.4 Greek lower-case symbols 4 Selection of materials to avoid brittle fracture 4.1 General rules |
14 | 4.2 Toughness requirements for the lower shelf and the transition region 4.2.1 Procedure |
16 | 4.2.2 Maximum permitted thickness values 4.2.2.1 General |
20 | 4.2.2.2 Determination of maximum permissible values of element thickness |
29 | 4.2.2.3 Details not conforming to EN 199319 and complex joints |
31 | 4.2.3 Evaluation using fracture mechanics |
32 | 4.3 Materials with additional fracture toughness requirements in relation to upper shelf 4.4 Materials with additional fracture toughness requirements in relation to seismic design |
33 | 4.5 Additional material requirements when welding in cold formed zones |
34 | 5 Avoidance of lamellar tearing by the specification of through thickness properties 5.1 General |
35 | 5.2 Procedure |
38 | Annex A (informative)Specific rules for gusset plates with cut-outs in spade details A.1 Use of this annex A.2 Scope and field of application |
39 | A.3 Selection process A.4 Determination of main geometric parameters and maximum applied stress σEd |
40 | A.5 Determination of maximum allowable geometric parameters |