MODELLING OF SPATIAL STRESS-DEFORMED STATE OF THE BEAM-WALL
In three-dimensional presentation the calculation of the elastic stress-deformed state of a beam-wall is carried out. Geometrical ratio is taken in the form of Cauchy equations. Numerical realization of a problem is carried out by variation-difference method. The obtained system of the linear algebraic equations is realized by a method of the top relaxation with a choice of optimum factor of a relaxation. The analysis of influence of the support structure on a kind of the stress-deformed state is performed.