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The stress-strain state of a 3D bar system with elastic restraints under the concentrated load

The stress–strain state of a plane truss under mechanical, thermal and kinematic loads.

The stress–strain state of a beam with a tie, taking into account transverse shear deformations in the beam.

The stress–strain state of a cantilever plate.

The stress–strain state of a circular plate.

The stress–strain state of a cylinder with free ends subjected to internal pressure.

The stress–strain state of a torus subjected to internal pressure.

The stress–strain state of a cylindrical shell subjected to self-weight.

The stress–strain state of a narrow cantilever plate subjected to a couple of forces causing torsion.

The stress–strain state of a vertical prism subjected to loading due to its self-weight.

The stress–strain state of a prismatic beam subjected to a bending moment.

The stress–strain state of a beam on an elastic foundation under the concentrated forces and a distributed load varying according to a triangular law.

The stress state of a curved narrow beam with a rectangular cross-section under bending by a concentrated force applied to the free end.

The stress state of a symmetric wedge of unit thickness subjected to compression and bending by concentrated forces

The stress-strain state of a symmetric wedge of unit thickness subjected to bending by a concentrated moment

The stress–strain state of a symmetric wedge of unit thickness subjected to bending by a uniformly distributed load.

The stress-strain state of a wall-beam subjected to bending by a uniformly distributed load