The deformed state of a semicircular arch of constant cross-section with hinged supports subjected to a concentrated load acting in its plane.

The accuracy of determining the displacement at the free end of the bar in the direction of the concentrated load for models of different dimensionality.

The stress-strain state of a system of intersecting bars subjected to a distributed load and a concentrated load acting in their plane.

The stress-strain state of a cantilever frame subjected to a concentrated load.

Analysis of bending in the plane of the ring under distributed load, shear deformations are neglected.

Stress strain state of a circular plate clamped at the edges, subjected to a uniformly distributed transverse load

The cantilever circular bar of constant cross-section under in-plane concentrated loads and a moment applied at the free end.

Analysis of the stress-strain state of a single-span hinged plane frame with a double-pitched girder subjected to a vertical uniformly distributed load, concentrated vertical and horizontal loads, and a bending moment.

The square panel in a flat‑slab structure, rigidly connected to a column of circular cross‑section, under a uniformly distributed transverse load

Two-rib beam subjected to uniformly distributed loads applied in the plane of the ribs

Cylindrical shell with free ends under a temperature gradient through its thickness

Rectangular plate of constant thickness, clamped along the perimeter, subjected to a temperature load

Square plate simply supported along the perimeter and subjected to a uniformly distributed load

Modal analysis of a beam with a variable cross-section.

The stress state of a triangular dam of unit thickness in Cartesian coordinates under the self weight and hydrostatic pressure

Cantilever bar with unilateral supports

The stress–strain state of a ring plate (subjected to a uniformly distributed transverse load) with hinged supports.

Cylindrical body, free from restraints, subjected to a uniform longitudinal load distributed over the ends

Rectangular plate simply supported at three corners and subjected to an out-of-plane concentrated load and concentrated moments

Buckling of a cantilever bar subjected to a compressive load