Modeling A ============== Characteristics of modeling ----------------------------------- Here we test a loading of flexure with GRILLE_EXCENTRE elements. The concrete console is meshed with 1616 TRIA3 elements. Results of modeling A ------------------------------ The value of the reaction following :math:`z` is tested on the embedded edge (:math:`\mathrm{BOX}`). *Reference value (analytical solution)*: :math:`-3.299\mathit{kN}` *Value provided by*Code_Aster*: :math:`-3.3E3N` *Variance*: 0.016%