BS EN 1994-2:2005 applies to the design of composite structures and members for buildings and civil
engineering works. It complies with the principles and requirements for the safety and serviceability
of structures, the basis of their design and verification that are given in EN 1990: 2002 - Basis of
structural design.
BS EN 1994-2:2005 is concerned only with requirements for resistance, serviceability, durability and fire
resistance of composite structures. Other requirements, e.g. concerning thermal or sound insulation,
are not considered.
BS EN 1994-2:2005 is intended to be used in conjunction with:
EN 1990 Basis of structural design
EN 1991 Actions on structures
ENs, hENs, ETAGs and ETAs for construction products relevant for composite structures
EN 1090 Execution of steel structures and aluminium structures
EN 13670 Execution of concrete structures
EN 1992 Design of concrete structures
EN 1993 Design of steel structures
EN 1997 Geotechnical design
EN 1998 Design of structures for earthquake resistance
BS EN 1994-2:2005 is subdivided in various parts:
Part 1-1: General rules and rules for buildings
Part 1-2: Structural fire design
Part 2: General rules and rules for bridges.
Part 1-1 of BS EN 1994-2:2005 gives a general basis for the design of composite structures together with
specific rules for buildings.
The following subjects are dealt with in Part 1-1:
Section 1: General
Section 2: Basis of design
Section 3: Materials
Section 4: Durability
Section 5: Structural analysis
Section 6: Ultimate limit states
Section 7: Serviceability limit states
Section 8: Composite joints in frames for buildings
Section 9: Composite slabs with profiled steel sheeting for buildings
Part 2 of BS EN 1994-2:2005 gives design rules for steel-concrete composite bridges or members of
bridges, additional to the general rules in EN 1994-1-1. Cable stayed bridges are not fully covered
by this part.
The following subjects are dealt with in Part 2:
Section 1: General
Section 2: Basis of design
Section 3: Materials
Section 4: Durability
Section 5: Structural analysis
Section 6: Ultimate limit states
Section 7: Serviceability limit states
Section 8: Decks with precast concrete slabs
Section 9: Composite plates in bridges
Provisions for shear connectors are given only for welded headed studs.
NOTE: Reference to guidance for other types of shear connectors may be given in the National Annex.
Cross References:EN 1090-2
EN 1990:2002
EN 1992-1-1:2004
EN 1993-1-1:2005
EN 1993-1-3
EN 1993-1-5
EN 1993-1-8:2005
EN 1993-1-9:2005
EN 1993-1-11
EN 10025-1:2004
EN 10025-2:2004
EN 10025-3:2004
EN 10025-4:2004
EN 10025-5:2004
EN 10025-6:2004
EN 10326:2004
EN 10149-2:1995
EN 10149-3:1995
EN ISO 13918:1998
EN ISO 14555:1998
EN 1990:Annex 2
EN 1991-1-5:2003
EN 1991-1-6:2005
EN 1991-2:2003
EN 1992-2
EN 1993-2 1
| File Size : | 1
file
, 1.4 MB |
| ISBN(s) : | 9780580641299, 0580469026 |
| Note : | This product is unavailable in Ukraine, Russia, Belarus |
| Number of Pages : | 96 |
| Part of : | BS EN 1994 SET, BS EN Eurocodes SET |
| Product Code(s) : | 30187356, 30187356, 30187356 |
| Published : | 02/28/2010 |
