The following scenario described corresponds to an aluminum plate (Al) where (E=70 GPa and 1-0.33); and another structural steel plate (see attached table). It has been proposed Its geometry must be square, 0.50 meters on a side and 0.10 mm thick. This is It is arranged as indicated according to the design, see plan below. A downward vertical load of 100 kN acts on joint 3. The plate is initially modeled by means of two triangular elements (CTS). Without However, better precision and approximation of the results are requested, so it is done necessary to determine: a) The displacements of the four corners of the plate b) The deformations and stresses in each of the finite elements that are consider. F-100 KN 888