Problem description:

An axisymmetric  thick-walled vessel  filled with  liquid of
density    1.5E+03 kg/m**3    under    the    pressure    of
1.0E+06 N/m**2,  supported   by  axisymmetric  hollow  conic
basement. Hydrostatic  pressure of  liquid and  weights  are
considered.


Geometry is as follows:

     Vessel dimensions:

          Height = 9m;
          Outer radius = 2.5m;
          Wall thickness = 0.2m.

     Basement dimensions:

          Upper outer radius = 3.6m;
          Bottom outer radius = 4.5m;
          Wall thickness = 0.2m.


Material properties:

     For vessel:

          Young's modulus = 2.09E+11 N/m**2;
          Poisson's ratio = 0.3;
          Density = 7800 kg/m**3;

     For foundation:
          Young's modulus = 1.66E+10 N/m**2;
          Poisson's ratio = 0.25;
          Density = 2500 kg/m**3.

Problem  is   axisymmetric  (R-Z).   Axis  of   symmetry  is
horizontal, so  the model  is 'laid  on  a  side',  and  the
gravity force is directed from left to right.
