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The article considers the verification and validation processes algorithms of the finite element model calculation results of wooden structures joints with the use of glued steel flat rods. The introduction shows the relevance of the determination processes the accordance between numerical and mathematical models and numerical and physical models accepted for calculation. As an example, methods for calculating multicomponent joints of wooden structures on glued steel flat rods pasted into wood are considered, and structural nodes solutions of wooden trusses on these type connections are given. The second paragraph describes the features of finite element models creation for calculating the stress-strain state of the glued joint of flat rods with wood when they are pulled out with rigid nodes in the conjugation zone of finite elements from various materials and when contact surfaces are created in this zone. A mathematical solution of this problem, reduced to the plane deformation problem for finite canonical domains, is considered. An analytic solution of this three-dimensional problem, reduced to the plane deformation problem for finite canonical domains, is considered. The mathematical solution is based on obtaining functions that are biorthogonal to the Papkovich-Fadl eigenfunctions. The calculation results comparison of the stress-strain state of the finite element model of the steel flat rods' glued joint with wood, the analytical solution and experiment are given. On the basis of verification and validation it was shown that the proposed approaches to the construction and calculation of the glued joint of steel flat rods with wood can be reasonably applied to determine the stress-strain state and the design of the wooden structures nodes

The authors of the article have analyzed the stress-strain state and design of a new rational circular tie-arch. In the article the arch stress-strain analysis of symmetric and asymmetric loads and the comparison of the new design with the classical one are studied. The most rational position of the struts of the new arch is established by varying their geometric parameters. The calculation of arches is performed taking into account the compliance of joints, and consumption of building materials for the production of structures is determined. As a result of research it is established that the use of a new design of the arch allows to reduce the bending moment in the top chord that results in the general decrease in consumption of wood for the production of an arch.