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Contents

   



(Top)
 


1 Part 1-1: General rules and rules for buildings  



1.1  Contents  







2 Part 1-2: Structural fire design  





3 Part 2: General rules and rules for bridges  



3.1  Contents  







4 External links  














Eurocode 4: Design of composite steel and concrete structures






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From Wikipedia, the free encyclopedia
 

(Redirected from EN 1994)

Logo of Eurocode 4

In the Eurocode series of European standards (EN) related to construction, Eurocode 4: Design of composite steel and concrete structures (abbreviated EN 1994 or, informally, EC 4) describes how to design of composite structures, using the limit state design philosophy. It was approved by the European Committee for Standardization (CEN) on 4 November 2004. Eurocode 4 is divided in two parts EN 1994-1 and EN 1994-2.

Eurocode 4 is intended to be used in conjunction with:

Part 1-1: General rules and rules for buildings

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EN 1994-1-1 gives a general basis for the design of composite structures together with specific rules for buildings.

Contents

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Part 1-2: Structural fire design

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EN 1994-1-2 deals with the design of composite steel and concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1994-1-1 and EN 1991-1-2. This part only identifies differences from, or supplements to, normal temperature design and deals only with passive methods of fire protection. Active methods are not covered.

Part 2: General rules and rules for bridges

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EN 1994-2 gives design rules for steel-concrete composite bridges or members of bridges, additional to the general rules in EN 1994-1-1. Cable stayed bridges are not fully covered by this part.

Contents

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[edit]


Retrieved from "https://en.wikipedia.org/w/index.php?title=Eurocode_4:_Design_of_composite_steel_and_concrete_structures&oldid=1214631330"

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This page was last edited on 20 March 2024, at 04:17 (UTC).

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