Author: The Institution of Structural Engineers
30 November 2012
First published: 30 November 2012
Standard: £9 + VAT
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The Institution of Structural Engineers
The importance of accurate information and interpretation of soil conditions on a site cannot be understated. The chosen form of any sub-structure is entirely dependent upon what the site investigations have revealed. It is typically up to the structural engineer, with the aid of geotechnical engineers and specialists, to determine the extent of this investigation and interpret its results. This Technical Guidance Note explains the various methods of site investigation and can be considered a partner to the previously published note on 'soil bearing capacity'.
Elements within a steel frame structure are at risk of buckling under load. If measures are not taken when designing steel elements that recognise this risk, then the likelihood of its failure is significantly increased. This Technical Guidance Note explains how steel elements are restrained against buckling and what the structural engineer should consider when analysing steel structures with respect to buckling resistance.
This Technical Guidance Note explains the way in which reinforced concrete drawings should be read. In many cases reinforced concrete drawings are more diagrammatic than their general arrangement counterparts and carry with them their own unique set of rules and nomenclature. Note that the guidance provided here is based on European codes of practice; for all other regions the reader is directed to local guidelines on reinforced concrete detailing methods. This technical guidance note does not cover the rules governing the detailing reinforced concrete. That is a far more complex subject which is dealt with in The Institution of Structural Engineers’ publication Standard Method of Detailing Structural Concrete (3rd edition).