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Logo of Eurocode 1. In the Eurocode series of European standards (EN) related to construction, Eurocode 1: Actions on structures (abbreviated EN 1991 or, informally, EC 1) describes how to design load-bearing structures. It includes characteristic values for various types of loads and densities for all materials which are likely to be used in ...
The Eurocodes are the ten European standards (EN; harmonised technical rules) specifying how structural design should be conducted within the European Union (EU). These were developed by the European Committee for Standardization upon the request of the European Commission. [1] The purpose of the Eurocodes is to provide: [1]
Robustness is the ability of a structure to withstand events like fire, explosions, impact or the consequences of human error, without being damaged to an extent disproportionate to the original cause – as defined in EN 1991-1-7 of the Accidental Actions Eurocode.
Part 1: General algorithms utilizing mean value calculation for train sets or single vehicles; Part 2: Step by step calculations for train sets or single vehicles; EN 14535: Railway applications — Brake discs for railway rolling stock Part 1: Brake discs pressed or shrunk onto the axle or drive shaft, dimensions and quality requirements
Eurocode 1: Actions on structures; Eurocode 2: Design of concrete structures; Eurocode 3: Design of steel structures; Eurocode 4: Design of composite steel and concrete structures; Eurocode 5: Design of timber structures; Eurocode 6: Design of masonry structures; Eurocode 7: Geotechnical design; Eurocode 8: Design of structures for earthquake ...
Eurocode 0 is intended to be used in conjunction with EN 1991 to EN 1999 for the structural design of buildings and civil engineering works, including geotechnical aspects, structural fire design, situations involving earthquakes, execution and temporary structures.
EN 1996-1-2 deals with the design of masonry structures for the accidental situation of fire exposure, and is intended to be used in conjunction with EN 1996-1-1, EN 1996-2, 1996-3 and EN 1991-1-2. This part only identifies differences from, or supplements to, normal temperature design and it deals only with passive methods of fire protection.
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.