Abstract
The problem of calculating a cyclically symmetric design for the nodal radial load action is being solved in the article. The analysis of the stress-strain state of a circular ring plate subjected to the action of a regular distributed load along the outer contour is made. A comparison of the operation of the framed structure and its continuous analogue is performed. The thickness of an isotropic ring plate, which is equivalent in the static ratio of a planar framed structure of a regular construction is determined.
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