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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 105
PROCEEDINGS OF THE NINTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY
Edited by:
Paper 40

The Effect of Key Stiffness on Forces in a Scarf Joint

P. Fajman and J. Maca

Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic

Full Bibliographic Reference for this paper
P. Fajman, J. Maca, "The Effect of Key Stiffness on Forces in a Scarf Joint", in , (Editors), "Proceedings of the Ninth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 40, 2014. doi:10.4203/ccp.105.40
Keywords: timber structures, joint, beam, key.

Summary
Traditional joints used in the restoration of historic timber structures are not designed according to standards. The most widespread joint is a vertical splice skew joint with one or two keys. Unfortunately, the forces mutually acting on its separate parts are not known. It is only their limits that may be derived with some precision, but even this is very valuable for practice. Accurate values may be obtained from measurements or experiments.

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