Dzyuba S. The pin-connected metallic-timber beam elements

The elaboration of computation methods for composite metallic-timber beams connected with pin joints that run through all layers of construction. The performance model of indivisible pin joints of metallic-timber elements was suggested and their load-carrying capacity and deformability were determined. Depending on the seam shear, the stressed-strained state factors of constructions were obtained. The methods of engineering computations are proposed. The result of the research have been affirmed as a normative document of Odessa State Academy of Civil Engineering and Architecture and used in works of Odessa's complex department of scientifically-production firm "Укрспецмонтажпроект". The methods of computation are recommended for use at "НИИСК" (Kyiv) and "ЧерноморНИИПроект" (Odessa).