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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 ...
The current latest version of the British Standard is EN 1990:2002+A1:2005, incorporating corrigendum December 2008. It supersedes DD ENV 1991-1:1996 which is ...
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.
Part 1-3: General actions - Snow loads (EN 1991-1-3) Part 1-4: ... BS 5950: British Standard on steel design, replaced by Eurocode 3 in March, 2010.
EN 1993-1-4: General rules - Supplementary rules for stainless steels. EN 1993-1-5: General rules - Plated structural elements. EN 1993-1-6: General rules - Strength and stability of shell structures. EN 1993-1-7: General rules - Strength and stability of planar plated structures subject to out of plane loading. EN 1993-1-8: Design of joints.
EN 1991: (Eurocode 1) Actions on structures; EN 1992: (Eurocode 2) Design of concrete structures; EN 1993: (Eurocode 3) Design of steel structures; EN 1994: (Eurocode 4) Design of composite steel and concrete structures; EN 1995: (Eurocode 5) Design of timber structures; EN 1996: (Eurocode 6) Design of masonry 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.
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.