EN 1994 Eurocode 4 applies to the design of composite structures and members for buildings and other civil engineering works. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 – Basis of structural design. EN Eurocode 4 is concerned with requirements for resistance, serviceability, durability and fire resistance of composite structures.
Parts
| EN 1994-1-1:2004 | Eurocode 4: Design of composite steel and concrete structures – Part 1-1: General rules and rules for buildings |
| EN 1994-1-2:2005 | Eurocode 4: Design of composite steel and concrete structures – Part 1-2: General rules - Structural fire design |
| EN 1994-2:2005 | Eurocode 4: Design of composite steel and concrete structures – Part 2: General rules and rules for bridges |
EN Eurocode 4 is intended to be used in conjunction with:
- EN 1990: Eurocode - Basis of structural design;
- EN 1991: Eurocode 1 - Actions on structures;
- ENs, hENs, ETAGs and ETAs for construction products relevant for composite structures;
- EN 1090: Execution of steel structures and aluminium structures;
- EN 13670: Execution of concrete structures;
- EN 1992: Eurocode 2 - Design of concrete structures;
- EN 1993: Eurocode 3 - Design of steel structures;
- EN 1997: Eurocode 7 - Geotechnical design;
- EN 1998: Eurocode 8 - Design of structures for earthquake resistance, when composite structures are built in seismic regions.
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Publications
Designers' Guide to EN 1994-2 Eurocode 4: Design of composite steel and concrete structures Part 2, General rules and rules for bridges
This book provides guidance on the interpretation and use of EN 1994-2 and presents worked examples. It deals with the issues that are encountered in typical steel and concrete composite bridge…
Shear resistance of concrete bridge decks in tension
In concrete slabs of composite structures tension forces may occur, exceeding the tension forces in reinforced or prestressed structures. Deck slabs of composite bridges are often completely cracked,…
New design method for composite columns including high strength steel
When drafting EN1994-1-1 the simplified design method for composite columns in ENV1994-1-1 was changed using second order analysis and equivalent initial bow imperfections taking into account the…
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Eurocodes Icons
EN 1990
EN 1991
EN 1992
EN 1993
EN 1994
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EN 1996
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EN 1998
EN 1999