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Load-Carrying Capacity of Timber Structure Bolt Connection Subjected to Double Unequal Shears

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Abstract:

The paper deals with load-carrying capacity of bolted connections subjected to unequal double shears with thin plates as outer members and inner timber member. There are derived equations which describe the load-carrying capacity of this connection type in the ultimate limit state.

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Periodical:

Applied Mechanics and Materials (Volumes 752-753)

Pages:

711-714

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.752-753.711

Citation:

Cite this paper

Online since:

April 2015

Authors:

Josef Musílek*, Karel Kubečka

Keywords:

Bolt Connections, Steel, Timber Structures, Unequal Double Shear

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] K.W. Johansen, Theory of timber connections, International Association of Bridge and Structural Engineering, Publication, Bern. 9 (1949) 249-262.

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[2] J. Porteous and A. Kermani, Structural timber design to Eurocode 5. Blackwell Publishing, (2007).

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[4] EN 1995-1-1, Design of timber structures. Part 1-1: General-Common rules and rules for buildings.

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[5] E.C. Ozelton, J.A. Baird, Timber designers manual, Oxford, Blackwell Science Ltd, (2002).

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[6] B.A. Richardson, Wood preservation. Taylor & Francis Library, London, (2003).

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