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

Loading
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.. image:: images/1000020100000433000001628FE85AECF2661FA7.png
    :width: 6.9756in
    :height: 2.2972in


.. _RefImage_1000020100000433000001628FE85AECF2661FA7.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
--------


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


* Embedding PT_30 (DX=DY=DZ= DRX = = DRY = DRZ =0)


* Rigid beam between PT_10 and PT_20


Geometry
---------


* Beam elements:


.. csv-table::

    "Characteristics", "Value", "Unit"
    "Length", "2.00", "m"
    "Inertia", "1.33*10-8", "m4"


Table 1.3-1


* Rigid beam elements:


.. csv-table::

    "Characteristics", "Value", "Unit"
    "Length", "0.20", "m"
    "Ext diameter", "100", "mm"
    "Thickness", "10", "mm"


Table 1.3-2


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


* Beam elements:


.. csv-table::

    "Characteristics", "Value", "Unit"
    "Young's module", "200,000"," MPa"
    "Poisson's ratio", "0.30", "[-]"


Table 1.4-1


* Rigid beam elements:


.. csv-table::

    "Characteristics", "Value", "Unit"
    "Young's module", "100,000,000"," MPa"
    "Poisson's ratio", "0.30", "[-]"


Table 1.4-2


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


1. VPCS: Guide to the validation of structural calculation software packages: "test SSLL05", SFM, AFNOR technique.