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The calculation of deformed state of cantilever and doubly supported steel I-beams after removing of concentrated or distributed loads is presented in the article. Isosurfaces of deformation tensor of the I-beams material for all components are calculated. The conclusion about direction and intensity of volumetric deformation of the Ibeams material by the color isosurfaces is given.

DEFORMATIONS ISOSURFACES OF CANTILEVER AND DOUBLY SUPPORTED STEEL I-BEAMS AT BENDING