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Logo of Eurocode 2 An example of a concrete structure. In the Eurocode series of European standards (EN) related to construction, Eurocode 2: Design of concrete structures (abbreviated EN 1992 or, informally, EC 2) specifies technical rules for the design of concrete, reinforced concrete and prestressed concrete structures, using the limit state design philosophy.
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.
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] Additionally, each country is expected to issue a National Annex to the Eurocodes which will need referencing for a particular country (e.g.
Building codes determine the maximum deflection, usually as a fraction of the span e.g. 1/400 or 1/600. Either the strength limit state (allowable stress) or the serviceability limit state (deflection considerations among others) may govern the minimum dimensions of the member required.
In the Eurocode series of European standards (EN) related to construction, Eurocode: Basis of structural design (informally Eurocode 0; abbreviated EN 1990 or, informally, EC 0) establishes the basis that sets out the way to use Eurocodes for structural design. Eurocode 0 establishes Principles and requirements for the safety, serviceability ...
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.
One first-order effect is the initial deflection of the structure in reaction to the lateral load. The magnitude of the P-delta effect depends on the magnitude of this initial deflection. P-delta is a moment found by multiplying the force due to the weight of the structure and applied axial load, P, by the first-order deflection, Δ or δ.
In the Eurocode series of European standards (EN) related to construction, Eurocode 5: Design of timber structures (abbreviated EN 1995 or, informally, EC 5) describes how to design buildings and civil engineering works in timber, using the limit state design philosophy.