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Logo of Eurocode 3. In the Eurocode series of European standards (EN) related to construction, Eurocode 3: Design of steel structures (abbreviated EN 1993 or, informally, EC 3) describes how to design steel structures, using the limit state design philosophy. It was approved by the European Committee for Standardization (CEN) on 16 April 2004.
Download QR code; Print/export Download as PDF; Printable version; In other projects Wikidata item; Appearance. ... EN 1993 Eurocode 3: Design of steel structures;
By March 2010, the Eurocodes are mandatory for the specification of European public works and are intended to become the de facto standard for the private sector. The Eurocodes therefore replace the existing national building codes published by national standard bodies (e.g. BS 5950), although many countries had a period of co-existence. [3]
EN 1708-3: Welding. Basic weld joint details in steel. Clad, buttered and lined pressurized components. EN 1993-1-8: Eurocode 3: Design of steel structures – Part 1-8: General – Design of joints EN 13133: Brazing - Brazer approval EN 22553: Welded, brazed and soldered joints – Symbolic representation on drawings. (CEN version of ISO 2553)
EN 1993: (Eurocode 3) Design of steel structures; EN 1994: (Eurocode 4) Design of composite steel and concrete structures; EN 1995: (Eurocode 5) Design of timber structures; EN 1996: (Eurocode 6) Design of masonry structures; EN 1997: (Eurocode 7) Geotechnical design; EN 1998: (Eurocode 8) Design of structures for earthquake resistance
Eurocode 2: Design of concrete structures; Eurocode 3: Design of steel structures; Eurocode 4: Design of composite steel and concrete structures; Eurocode 5: Design of timber structures; Eurocode 6: Design of masonry structures; Eurocode 7: Geotechnical design; Eurocode 8: Design of structures for earthquake resistance; Eurocode 9: Design of ...
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Eurocode 8: Part 1 contains specific requirements and recommendations for building structures that are to be constructed in seismic regions. Essentially, these fundamental requirements have been provided to ensure that the structures can sustain the seismic loads without collapse and also – where required– avoid suffering unacceptable ...