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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 ...
Eurocode 0 may be used, when relevant, as a guidance document for the design of structures outside the scope of the EN Eurocodes EN 1991 to EN 1999, for: assessing other actions and their combinations; modelling material and structural behaviour; assessing numerical values of the reliability format.
Part 1-6: General actions - Actions during execution (EN 1991-1-6) Part 1-7: General actions - Accidental Actions (EN 1991-1-7) Part 2: Traffic loads on bridges (EN 1991-2) Part 3: Actions induced by cranes and machinery (EN 1991-3) Part 4 : Silos and tanks (EN 1991-4)
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 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.
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