2. Modeling A

2.1. Finite element type

For this modeling we will use DKT elements.

2.2. Boundary conditions and loading

The static loads are those described in § 1.5.1.

2.3. Reference quantities and results

The analytical results are verified with a precision of less than \({10}^{-5}\), 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.