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The article is devoted to the study of the behavior of glued rods made of hot-rolled steel reinforcement and steel cables in a solid wood based on experimental tests of beam elements. The influence of eccentricity on the deformation - strength characteristics is studied with a straight-line gluing of reinforcing rods. The comparative analysis of the deformability indices of the centered and lateral gluing performed by milling with fillet groove U - shaped milling cutters was carried out. The technology of manufacturing samples, which consists of preparing wood, milling and pasting rebar into the groove, were described. The diagrams of deformation - strength characteristics of samples of various types were obtained and correlated. The conclusions were drawn about a local increase in strength in the case of using a steel cable as reinforcement and the negative effect of eccentricity on the strength of the adhesive joint during tensile tests. A visual analysis of the damage occurring during the test showed that in the manufacture of full-scale structures, glued rods should be closed with an array of wood. The conclusions were drawn about the optimal depth of milling of grooves for reinforcement, taking into account the use of adhesive compositions on epoxy resin filled with quartz sand - 1.5 depth of reinforcing bar diameter.

The article is devoted to the investigation of the technical and economic efficiency of the reinforced wooden structures by the example of the load beams with a span of 18 m. The efficiency has been estimated by the constructional, technical and economic indexes such as the relative height, relative installation weight and relative unit cost. All indexes have been considered in comparison to the equally efficient and equally rigid reinforced and unreinforced wooden structures. Technical and economic indexes of the beams have been given: the bulk, consumption of basic materials, labor intensity, factory price, total value, capital investments and reduced costs. The efficiency of using group reinforcement over a part of the beam length compression area has been substantiated.

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