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EN 1991-1-4 gives guidance on the determination of natural wind actions for the structural design of building and civil engineering works for each of the loaded areas under consideration. This includes the whole structure or parts of the structure or elements attached to the structure, e. g. components, cladding units and their fixings, safety ...
Part 1-7: General actions - Accidental Actions (EN 1991-1-7) Part 2: Traffic loads on bridges ...
EN 197-1: Cement – Part 1 : Composition, specifications and conformity criteria for common cements; EN 197-2: Cement – Part 2 : Conformity evaluation; EN 206-1: Concrete – Part 1: Specification, performance, production and conformity; EN 207: Classification and specifications of filters and eye protection against laser
Additional requirements and requirements for structures in consequence class 1 can be found in the material specific Eurocode parts, EN 1992 for concrete structures, EN 1993 for steel structures and so on. In EN 1991-1-7 buildings are categorised in consequences classes, considering the building type, occupancy and size. [1]
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 1992-1-2 deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1992-1-1 and EN 1991-1-2. This part 1-2 only identifies differences from, or supplements to, normal temperature design. Part 1-2 of EN 1992 deals only with passive methods of fire protection.
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The treaty was signed on 31 July 1991 and entered into force on 5 December 1994. [1] The treaty barred its signatories from deploying more than 6,000 nuclear warheads and a total of 1,600 intercontinental ballistic missiles and bombers.