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About This Item

 

Full Description

Deals with situations not specifically described in Part 1. Gives guidance on ultimate limit state calculations and the derivation of partial factors of safety; serviceability calculations, with emphasis on deflections under loading and on cracking.

Cross References:
BS 146
BS 476-8
BS 812
BS 3712
BS 4466
BS 5328
BS 6089
BS 6093
BS 6213
BS 8110-1
BS 8500-1:2002
BS 8500-2:2002
BS 8666:2005
BS EN 197-1
Building Regulations 2000. Appproved Document A


See also BS EN 1992-1-1:2004.
 

Document History

  1. BS EN 1992-1-1:2004


    Eurocode 2: Design of concrete structures. General rules and rules for buildings

    • Most Recent
  2. BS 8110-1:1997


    Structural use of concrete. Code of practice for design and construction

    • Historical Version
  3. BS DD ENV 1992-1-3:1996


    Eurocode 2: Design of concrete structures. General rules. Precast concrete elements and structures (together with United Kingdom National Application Document)

    • Historical Version
  4. BS DD ENV 1992-1-4:1996


    Eurocode 2: Design of concrete structures. General rules. Lightweight aggregate concrete with closed structure (together with United Kingdom National Application Document)

    • Historical Version
  5. BS DD ENV 1992-1-6:1996


    Eurocode 2: Design of concrete structures. General rules. Plain concrete structures

    • Historical Version
  6. BS DD ENV 1992-1-1:1992


    Eurocode 2: Design of concrete structures. General rules for buildings (together with United Kingdom National Application Document)

    • Historical Version
  7. BS 8110-3:1985


    Structural use of concrete. Design charts for singly reinforced beams, doubly reinforced beams and rectangular columns

    • Historical Version
  8. BS 8110-2:1985

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    Structural use of concrete. Code of practice for special circumstances

    • Historical Version