Reference problem
=====================

Loading
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.. image:: images/10000201000003B6000001778C8A6355E9ED9381.png
    :width: 7.7366in
    :height: 3.0535in


.. _RefImage_10000201000003B6000001778C8A6355E9ED9381.png:

**Figure** 1.1-1

A static analysis under load and self-weight (with :math:`\mathrm{\gamma }` =9.81 m/s²) is carried out using the MECA_STATIQUE operator.


Liaisons
--------


* Support PT_5 (DX=DY=DZ= DRX = = DRY = 0, DRZ = 0)


* Support PT_40 (DX=DY=DZ= DRX = = DRY =0, DRZ = 0)


* Elastic support PT_20 (KY = 2.1 mN/m)


Geometry
---------

.. csv-table::

    "Characteristics", "Value", "Unit"
    "Length", "12.00", "m"
    "Inertia", "6.30*10-4", "m4"


Table 1.3-1

Material properties
-----------------------

.. csv-table::

    "Characteristics", "Value", "Unit"
    "Young's module", "210,000"," MPa"
    "Poisson's ratio", "0.3", "[-]"


Table 1.4-1


Bibliographical references
---------------------------


1. VPCS: Guide to the validation of structural calculation software packages: "test SSLL03", SFM, AFNOR technique.