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Structural Timber Design to Eurocode 5

Couverture du livre « Structural Timber Design to Eurocode 5 » de Jack Porteous et Abdy Kermani aux éditions Wiley-blackwell
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Résumé:

Structural Timber Design to Eurocode 5 provides practising engineers and specialist contractors with comprehensive, detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 Part 1-1. It will also be of interest... Voir plus

Structural Timber Design to Eurocode 5 provides practising engineers and specialist contractors with comprehensive, detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 Part 1-1. It will also be of interest to undergraduate and postgraduate students of civil and structural engineering.It provides a step-by-step approach to the design of all of the commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products, and incorporates the requirements of the UK National Annex. It covers:strength and stiffness properties of timber and its reconstituted and engineered productskey requirements of Eurocode 0, Eurocode 1 and Eurocode 5 Part 1-1design of beams and columns of solid timber, glued laminated, composite and thin-webbed sectionslateral stability requirements of timber structuresdesign of mechanical connections subjected to lateral and/or axial forcesdesign of moment resisting rigid and semi-rigid connectionsracking design of multi-storey platform framed wallsFeaturing numerous detailed worked examples, the second edition has been thoroughly updated and includes information on the consequences of amendments and revisions to EC5 published since the first edition, and the significant additional requirements of BSI non contradictory, complimentary information document (PD 6693-1-1) relating to EC5. The new edition also includes a new section on axial stress conditions in composite sections, covering combined axial and bending stress conditions and reference to the major revisions to the design procedure for glued laminated timber.

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