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


Geometry
---------


.. csv-table::

    "Average radius:", ":math:`{R}_{o}=1m`"
    "Thickness:", ":math:`h=0.02m`"
    "Height:", ":math:`L=4m`"


Directional cosines of the cylinder axis: :math:`(0.0,\mathrm{0,5 },\frac{\sqrt{3}}{2})`

Local axis :math:`x` parallel to global axis :math:`X`.


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

:math:`E=2.1\times {10}^{11}\mathrm{Pa}`

:math:`\nu =0.3`


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


* Zero axial displacement at the low end :math:`(w=0)`

For other boundary conditions (linear relationships), see paragraph [:ref:`§3 <§3>`].


* Uniform axial load per unit length :math:`q=10000N/m`, applied at the top end.


Initial conditions
--------------------

Not applicable for static analysis.