B modeling
==============


Characteristics of modeling
------------------------

The volume of concrete is modelled by 6 pyramidal elements. The prestress cable is modelled by 4 BARRE elements.


Characteristics of the mesh
----------------------------

4 stitches SEG2, 6 meshes PYRAM5


.. image:: images/10000201000002AC000001E48B0417746A5F1D68.tif
    :width: 4.0374in
    :height: 2.5598in


.. _RefImage_10000201000002AC000001E48B0417746A5F1D68.tif:

X

Z


B modeling results
------------------------------


.. csv-table::

    "**Identification**", "**Reference Type**", "**Reference**", "**Tolerance**"
    "Next gravity :math:`–z` ", "'ANALYTIQUE'", "132"," :math:`{10}^{\text{-8}}\text{\%}`"
    "Next gravity :math:`–x` ", "'ANALYTIQUE'", "132"," :math:`{10}^{\text{-8}}\text{\%}`"
    "Stress in concrete SIXX ", "'ANALYTIQUE'", ":math:`-\mathrm{1,66666667}{10}^{5}` "," :math:`{10}^{\text{-6}}\text{\%}`"
    "Deformation in concrete: EPXX ", "'ANALYTIQUE'", ":math:`-\mathrm{5,555555555}{10}^{\text{-4}}` "," :math:`{10}^{\text{-6}}\text{\%}`"