THE DETERMINATION OF SPATIAL WORK OF FRAME OF BUILDINGS WITH COVERINGS IN THE FORM OF METAL COMPLEX SHELLS

In the paper the analytical variant of determination of spatial work for building's frame covered by compound envelopments is discussed. The particular feature of the considering structures is the forming of surface from separated industrial panels-envelopments, which have the span construction in the form of hyperbolic paraboloid. The panels-envelopments are made of steel profiled sheets with significant constructive anisotropy.
The real characteristics and maintenance conditions of industrial buildings were considered during the task solution. The results are presented in the graphs designed for practical application.

surface, envelopment, panel, rigidity, moment