(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.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 9<\/td>\n | 1 Scope 1.1 Scope of EN\u00a01993110 1.2 Assumptions 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3 Terms, definitions and symbols 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 3.2.4 Greek lower-case symbols 4 Selection of materials to avoid brittle fracture 4.1 General rules <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 4.2 Toughness requirements for the lower shelf and the transition region 4.2.1 Procedure <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 4.2.2 Maximum permitted thickness values 4.2.2.1 General <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 4.2.2.2 Determination of maximum permissible values of element thickness <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | 4.2.2.3 Details not conforming to EN\u00a0199319 and complex joints <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | 4.2.3 Evaluation using fracture mechanics <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | 4.5 Additional material requirements when welding in cold formed zones <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | 5 Avoidance of lamellar tearing by the specification of through thickness properties 5.1 General <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | 5.2 Procedure <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | Annex\u00a0A (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 <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | A.3 Selection process A.4 Determination of main geometric parameters and maximum applied stress \u03c3Ed <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | A.5 Determination of maximum allowable geometric parameters <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 1993-1-10. Eurocode 3. Design of steel structures – Part 1-10. Material toughness and through-thickness properties<\/b><\/p>\n |