3. B modeling

3.1. 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°.

3.2. Boundary conditions and loading

The loads, of the static type, are those described in § 1.5.1, after rotation of 150°.

3.3. 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.