Abstract
The structural features of reinforcement of metal structures by installation of two elastic supports are considered in the article. The method of calculation of the installation of elastic supports with step-by-step realization is resulted. This technique allows to solve the problems of calculation of such reinforcement and to apply it more effectively in reconstruction and repair. On the basis of this method, the numerical calculation of the reinforcement of the C-shape roof purlin was performed. C-shape beams were widely used in the last century in roofs of industrial buildings construction in Ukraine.
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