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It is intended to be used in conjunction with the fire design Parts of EN 1992 to EN 1996 and EN 1999 which give rules for designing structures for fire resistance. Part 1-2 of EN 1991 contains thermal actions related to nominal and physically based thermal actions. More data and models for physically based thermal actions are given in annexes.
All of the EN Eurocodes relating to materials have a Part 1-1 which covers the design of buildings and other civil engineering structures and a Part 1-2 for fire design. The codes for concrete, steel, composite steel and concrete, and timber structures and earthquake resistance have a Part 2 covering design of bridges.
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 ...
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 ...
It sets requirements for structural integrity, including strength, serviceability, durability and fire resistance. EN 1999 is intended to be used in conjunction with: EN 1990: Eurocode – Basis of structural design; EN 1991: Eurocode 1 – Actions on structures; European Standards for construction products relevant for aluminium structures;
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.