RESISTANCE OF PLANE-STRAINED WALLS SKEWED AVAILABLE DIAGONAL CRACKS INVOLVING PROGRAM COMPLEX ?LIRA-PRO?

It is proposed the computational model of deformability (rigidity) of plane-strained reinforced concrete composite constructions, with the inclined cracks influence and its opening width in the presence of conventional lumped shifts in the seam between the concrete, the incompatibility of deformations of concrete and armature and discontinuity effect. It is fulfilled collation of the rigidity calculation of plane-strained walls skewed available diagonal cracks. The variants of realization of the proposed method are involving in program complex ?Lira-Pro?, which contributes to its rapid implementation in practice of design.