The program analyses foundation beams resting on elastic subsoil.

Basic characteristics include:

- Winkler – Pasternak subsoil (parameters of subsoil C1, C2)

- Computation of constants C1 and C2 exploiting deformation characteristics of layered soils

- simple input of geometry of layers

- built-in database of soils and rocks

- fast and reliable optimisation of circular and polygonal slip surfaces

- force, moment, strip and trapezoidal loads and loading due to forced displacements

- an arbitrary number of load cases and combinations