Carying Capacity Assessment of One-Shear Nail Joint of Cement-Splinter Boards
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Antonin Lokaj,
Kristyna Vavrusova
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Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
2012, Volume 12, Issue 2, Pages 95-99
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Doi: 10.2478/v10160-012-0022-6
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The aim of this article is in description of behavior and bearing capacity of one-shear nail joint of cement-splinter boards with middle solid wood element. This is made on the base of destructive laboratory testing according to valid European standards. In the second part of this paper there is described typical damage of these joints and comparison of these results with bearing capacity of the same way arranged and loaded joints, where however instead of cement-splinter boards solid wood boards were used.
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