B modeling ============== Finite element type ------------------- For this modeling we will use DST elements. The geometry is the same as that of modeling A but having undergone a rotation of 150°. Boundary conditions and loading ------------------------------------ The loads, of the static type, are those described in § :ref:`1.5.1 `, after rotation of 150°. 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.