Determining the deformability of the bearing structures of the coating, as an indicator of the use of the stiffness of the cross-section of the elements, is an urgent task, which is aimed at solving the current work. The purpose of the article is a comparative calculation of frame structures under the assumption of a different coating truss solution. The following types of load-bearing roof trusses should be considered: segment truss, trapezoidal truss, triangular truss. The calculation of frames using wood as load-bearing structures for the total effect of permanent and short-term loads causing maximum vertical deformations is given. In this paper, the coefficients of using the rigidity of truss structures using wood are determined and the dependence of the stiffness value on the type of outline of the coating truss is established. A comparison of the calculation results with the normative maximum permissible values allowed us to establish the most effective type of outline of the wooden roof truss.

Keywords: coating truss, modulus of elasticity, stiffness, upper belt, slant, lower belt, computational study, through-hole construction, segmental truss

This article presents the main recommendations for the construction of nodes of solid-wood structures. The basic scheme of the rigid junction of the meridional edges is considered. Based on the results of tests and calculations, conclusions are drawn on the possibility of improving this node. Some recommendations for strengthening the node without increasing the metal capacity of the structure are presented. Several schemes for improving the welded structures are shown. Conclusions are drawn on the possibility of implementing the examples given in the designed structures.

Keywords: Wooden structure, full-size samples, mechanical connections, solid wood, prismatic arch, mounting element, polymer concrete, design model, continuous girder, prefabricated structures

This article presents the main achievements of the foreign engineering school in the field of research and application of composite materials to reinforce wooden structures. Some options for reinforcing glued and solid wooden elements are considered. The results of tests of reinforced wooden structures are analyzed. Errors made during the manufacture of samples and the course of testing are noted. Conclusions are drawn on the basis of the conducted research.

Keywords: wooden structure, prestressing, composite beam, tensile zone, carbon nanotubes, load-bearing capacity, epoxy matrix, carbon fiber, lamella, rebar, wood collapse