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EN 1992, also known as Eurocode 2: Design of concrete structures, is a set of European Standards, belonging to eurocodes, which specify technical rules for the design of concrete, reinforced concrete and prestressed concrete structures, using the limit state design philosophy. It was approved by the European Committee for Standardization (CEN) on 16 April 2004 to enable designers across Europe to practice in any country that adopts the code. Concrete is a very strong and economical material that performs exceedingly well under compression. Its weakness lies in its capability to carry tension forces and thus has its limitations. Steel on the other hand is slightly different; it is similarly strong in both compression and tension. Combining these two materials means engineers would be able to work with a composite material that is capable of carrying both tension and compression forces. EN 1992 is intended to be used in conjunction with: *EN 1990: Eurocode - Basis of structural design; *EN 1991: Eurocode 1 - Actions on structures; *hENs, ETAGs and ETAs: Construction products relevant for concrete structures; *ENV 13670: Execution of concrete structures; *EN 1997: Eurocode 7 - Geotechnical design; *EN 1998: Eurocode 8 - Design of structures for earthquake resistance, when concrete structures are built in seismic regions. Eurocode 2 is subdivided into the following parts: ==Part 1-1: General rules, and rules for buildings== EN 1992-1-1 deals with the rules and concepts required for designing concrete, reinforced concrete and prestressed concrete structures. There are three main stages are involved in the design of elements in these structures: * Pre-design: Before any other designing is undertaken, the limit states of durability and fire design are considered in order to ascertain the required cover to the reinforcement, the minimum size of members and the appropriate concrete strength. * Ultimate limit state: Accurate section sizes are determined for corresponding concrete properties (usually compressive strength). The size of the reinforced concrete element and the quantity of reinforcement to resist bending, shear and torsional forces are determined. * Serviceability limit state. In this phase of the work, checks are made to ensure the serviceability criteria (i.e. that the building is comfortable to use) are met. 抄文引用元・出典: フリー百科事典『 ウィキペディア（Wikipedia）』 ■ウィキペディアで「EN 1992」の詳細全文を読む スポンサード リンク
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