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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 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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