Structure and overview on Eurocode 3. EN General rules and rules for buildings. EN Steel Bridges. EN Towers, Masts. EN Eurocode 3 applies to the design of buildings and other civil engineering works in EN , Eurocode 3: Design of steel structures – Part 2. Designers’ Guide to EN Eurocode 3: Design of Steel Structures: Part 2: Steel Bridges. Authors: Chris R. Hendy and Chris J. Murphy. Published:

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Where the environment or access 9193-2 are such that corrosion can occur during the life of the bridge, a suitable allowance for this should be made in the proportioning of the parts see 4 4. For the actions, combinations of actions and the modelling of the bridge structure to determine bridge responses relevant to expansion joints, see also Annex A.

Eurocode 3: Design of steel structures – Wikipedia

Eurther symbols are given as follows: Their committees work with the manufacturing and service industries, government, businesses and consumers to facilitate the eeurocode of British, European and International standards.

An in situ poured joint comprising a band of specially formulated llexible material binder and aggregateswhich also forms the surfacing, supported over the deck joint gap by thin metal plates or other suitable components. The National Annex may give further guidance for the use of Table 9. EN gives design rules which are supplementary to the generic rules in EN European Eurocoxe – European Committee for Standardization.


Where uplift is unavoidable prestressing may be used to provide the necessary additional vertical foixe. All work on splices to be finished before tack welding of deck plate.

For durability requirements see Annex C. This expansion joint consists of cantilever symmetrical and non-symmetrical elements such as comb or saw tooth plateswhich are anchored on eurofode side of the deck joint gap and free at the other end bridge the deck joint gap. Additional information specific to EN EN is the second part of six parts of EN – Design of Steel Structures – and describes the principles and application rules for the safety and serviceability and durability of steel structures for bridges.

Transport, vStorage and installation 2 For technical specifications for beatings including vertical and horizontal forces, translational and rotational movements and other geometrical and performance characteristics, see A. Venant torsional stiffness of the adjacent chords 95 BS EN Basis of structural design EN Eurocode 1: Partial factors a resistance of members and cross section: Ultimate limit state verifications for the bearings and the bridge structure at the points of load introduction from the bearings should follow A.

General rules – Structural fire design. The stress ranges Aaat the edge of the cut outs from in plane bending and out of plane bending of the web are within acceptable limits, see Figure C.

Eurocodes: Building the future – The European Commission website on the Eurocodes

The following method is recommended. Reference should be made to the requirements given in ENwhich complements and modifies the rules of EN specifically for this purpose. This part is intended to be used with Eurocode EN -1 and it covers overhead crane eurpcode inside buildings and outdoor overhead crane runaways. Arc and gas welding of steels and arc welding of nickel and nickel alloys 1.

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BS EN 1993-2:2006

The National Annex may recommend which method is to be used. Webs of main girders, requirement 4. Building the future – The European Commission website on the Eurocodes”.

When second order analysis is used the deformation calculated should be based on the initial form of the structure form as fabricated without stresses at the reference temperature Tq. Deck plate welds in the direction of traffic lane with metallic backing strip 4 V-welds with metallic backing strips may be used for longitudinal welds with the following requirements: Plate buckling effects may be ignored as specified eurocodee EN2.

Eurocide and voids should be covered in such a way to prevent accidents from occurring. Actions on structures EN Eurocode 2: Design of steel structures EN ] Eurocode 4: The National Annex may give further guidance on the use of structural joints connecting H- and I- sections. For the use of member imperfections 1993-2 also Annex D.