Econmic Concrete Frame Elements
Size: 2.1 MB | Format: PDF | Publisher: BCA | Year: 1997 | pages: 132 | ISBN: 0721014887
This publication was commissioned by the Reinforced Concrete Council, which was set up to promote better knowledge and understanding of reinforced concrete design and building technology. The Council’s members are Co-Steel Sheerness plc and Allied Steel & Wire, representing the major suppliers of reinforcing steel in the UK, and the British Cement Association, representing the major manufacturers of Portland cement in the UK. Charles Goodchild is Senior Engineer for the Reinforced Concrete Council. He was responsible for the concept and management of this publication.
The ideas and illustrations come from many sources. The help and guidance received from many individuals are gratefully acknowledged on the inside back cover.
The charts and data in this publication were prepared to BS 8110, Pt 1: 1985, up to and including Amendment No 4. During production, BS 8110 Structural use of concrete: Part 1:1997 Code of practice for design and construction was issued. This incorporated all published amendments to the 1985 version plus Draft Amendments Nos. 5 and 6. In general, the nett effect of the changes is that slightly less reinforcement is required: preliminary studies suggest 2 to 3% less in in-situ slabs and beams and as much as 10% less in columns. Readers should be aware that some of the tables in the new Code have been renumbered. The charts and data given in this publication remain perfectly valid for pre-scheme design.
The ideas and illustrations come from many sources. The help and guidance received from many individuals are gratefully acknowledged on the inside back cover.
The charts and data in this publication were prepared to BS 8110, Pt 1: 1985, up to and including Amendment No 4. During production, BS 8110 Structural use of concrete: Part 1:1997 Code of practice for design and construction was issued. This incorporated all published amendments to the 1985 version plus Draft Amendments Nos. 5 and 6. In general, the nett effect of the changes is that slightly less reinforcement is required: preliminary studies suggest 2 to 3% less in in-situ slabs and beams and as much as 10% less in columns. Readers should be aware that some of the tables in the new Code have been renumbered. The charts and data given in this publication remain perfectly valid for pre-scheme design.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************