Abstract
The article is devoted to research of strength and stiffness properties of wood structures on a new type of gang nail plates. The relevance of the study is due to the need to meet the requirements of modern design standards SP64.13330.2017 with respect to new types of wood structures. In this regard, the purpose of this article is to determine the estimated carrying capacity and stiffness of joints of wooden structures “Steelcap”. The main method of studying this problem is the analysis of experimental data on the basis of short test compounds with the gang nail plate at the angle of 0°, 45° and 90° the fibers of wood.
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