Abstract
The article is devoted to the experimental substantiation of the choice of the basic version of plates with cylindrical dowels for joints of wooden structures-pusher plates of the TsNIISK-KirPI system. The actuality of the study is due to the lack of experimental data on the bearing capacity and stiffness of the joints regarding various types of dowel plates used for joining (increasing of cross section) of wooden elements working according to an asymmetric pattern. The purpose of this article is to determine the bearing capacity and stiffness of such joints on various types of nail plates and, based on the analysis of experimental data from short-term tests, to justify the choice of the basic version of TGk type dowel plates.
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