The article presents one of the possible options for solving an urgent engineering problem of the development of special devices and their arrangement in high-rise buildings with continuous facade systems for the possibility of their service. The authors have developed a bracket design in two modifications made of metal plates, which is fastened to the end of a monolithic reinforced concrete slab at the level and along the perimeter of the eaves of the building with chemical anchors of the Hilti HVU series. The nature of the change in the stress-strain state in the plates, main pipes, and in anchor devices of the developed bracket construction was studied by calculation using the usual engineering method, as well as in the generated model in the SOFiSTiK computational and graphic complex. The results of short-term load testing of completed samples of the developed model before serial production are presented. The work of the elements of the developed structures of the brackets under the conditions of the action of an aggressive environment has been analyzed.
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