SS-EN-1994-2 Eurocode 4 - Design of composite steel and concrete structures - Part 2: General rules and rules for bridges

SS-EN-1994-2 - 2005 EDITION - CURRENT

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 2005 EDITION - Oct. 21, 2005
 2005 EDITION CORRIGENDUM 1 - Sept. 8, 2008

(1) Part 2 of Eurocode 4 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. (2) The following subjects are dealt with in Part 2: Section 1: General Section 2: Basis of design Section 3: Materials Section 4: Durability Section 5: Structural analysis Section 6: Ultimate limit states Section 7: Serviceability limit states Section 8: Decks with precast concrete slabs Section 9: Composite plates in bridges (3) Provisions for shear connectors are given only for welded headed studs. NOTE: Reference to guidance for other types of shear connectors may be given in the National Annex.

To find similar documents by classification:

23.020.30 (Gas pressure vessels, gas cylinders Steam pressure vessels, see 27.060.30 Steel for pressure purposes, see 77.140.30)

91.010.30 (Technical aspects Including tolerances, modular coordination, etc. Construction drawings, see 01.100.30)

91.080.10 (Metal structures)

91.080.13 (Steel structures)

91.080.40 (Concrete structures Including the repair and protection of concrete products and structures)

93.040 (Bridge construction)

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Designation Name

SS-EN 1994-2:2005

Revision Level




Publication Date

Oct. 21, 2005



Page Count


International Equivalent

EN 1994-2:2005(IDT)