Author:
Degtyarev G V,Salloum M R,Arraj S G Abo
Abstract
Abstract
It is necessary to use ferro-concrete roof beams of considerable length, which, together with operational loads, often leads to an abnormal state of the latter, especially their support parts, in industrial buildings, especially in the presence of large spans, when they overlap. The option of strengthening the beam with an unweighted frame, in comparison with a typical solution is considered.
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