Modeling A ============== Finite element type ------------------- For this modeling we will use DKT elements. Boundary conditions and loading ------------------------------------ The static loads are those described in ยง :ref:`1.5.1 `. Reference quantities and results ----------------------------------- The analytical results are verified with a precision of less than :math:`{10}^{-5}`, with the exception of certain zero theoretical moments for which a tolerance of 1N.m, corresponding to a lever arm offset of less than 1mm, is accepted.