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


Geometry
---------


.. image:: images/10000000000001F3000000883E9EEE9EE5407E4B.png
    :width: 5.3098in
    :height: 1.4465in


.. _RefImage_10000000000001F3000000883E9EEE9EE5407E4B.png:



**Figure 1.1 Problem geometry and loading system**

Square side section beam: :math:`c=0.014\text{m}`

Beam length: :math:`L=0.783\text{m}`


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


.. csv-table::

    "Young's module", ":math:`E=6.07\times {10}^{10}\text{Pa}`"
    "Poisson's Ratio", ":math:`\nu =0`"
    "Density", ":math:`\rho =2400.0{\text{kg.m}}^{-3}`"
    "Spring stiffness", ":math:`k=18000{\text{N.m}}^{-1}`"



Boundary conditions and loads
-------------------------------------

Imposed displacement:


.. csv-table::

    "At point :math:`A` "," :math:`\mathit{DX}=0`, :math:`\mathit{DY}=0`"
    "At point :math:`B` ", "Case 1: free end
    Case 2: elastic support"