Benchmark solution ===================== Calculation method used for the reference solution -------------------------------------------------------- Analytical solution for each of the 4 loading cases: In beam theory, within the framework of the Euler-Bernouilli hypotheses, the solution of the reference problem is that of a straight beam subjected to forces and moments at one end and embedded at the other end: **Traction**: .. image:: images/Object_2.svg :width: 114 :height: 41 .. _RefImage_Object_2.svg: **Twist**: .. image:: images/Object_3.svg :width: 114 :height: 41 .. _RefImage_Object_3.svg: **Bending around** .. image:: images/Object_4.svg :width: 114 :height: 41 .. _RefImage_Object_4.svg: : .. image:: images/Object_5.svg :width: 114 :height: 41 .. _RefImage_Object_5.svg: **Bending around** .. image:: images/Object_6.svg :width: 114 :height: 41 .. _RefImage_Object_6.svg: : .. image:: images/Object_7.svg :width: 114 :height: 41 .. _RefImage_Object_7.svg: Benchmark results ---------------------- **Traction:** .. image:: images/Object_8.svg :width: 114 :height: 41 .. _RefImage_Object_8.svg: **Twist:** .. image:: images/Object_9.svg :width: 114 :height: 41 .. _RefImage_Object_9.svg: **Bending around:** .. image:: images/Object_10.svg :width: 114 :height: 41 .. _RefImage_Object_10.svg: .. image:: images/Object_11.svg :width: 114 :height: 41 .. _RefImage_Object_11.svg: **Bending around:** .. image:: images/Object_12.svg :width: 114 :height: 41 .. _RefImage_Object_12.svg: .. image:: images/Object_13.svg :width: 114 :height: 41 .. _RefImage_Object_13.svg: **Note:** The use of the shell-beam connection for embedding and for loads makes it possible to remain within the framework of the Euler-Bernouilli hypothesis (cf. [:ref:`R3.03.06 `]). The previous analytical solution is therefore the reference solution to the problem. Uncertainty about the solution --------------------------- Analytical solution.