Dear all,

`I was wondering when using the
``asm_stiffness_matrix_for_linear_elasticity function for a 2d
``problem(on a mesh that is imported from gmsh), I would like to
``define a 2d vectorial problem(a plane strain or stress one
``actually). So I set the dimension to 2 since this is a 2s mesh. But
``when using this method in the format given in the format of the manual
`
invalid data mesh fem (Qdim=1 required)

`It has been sometime I have not been using the library, this can be
``a simple mistake. The second question is that the thickness of the
``domain in say z direction, is that taken as unit when computing the
``stiffness matrices? And if I would like to define a different
``thickness, should I use generic assembly procedure for the beam
``bending problems. I guess there I can supply this as a parameter to
``the integration process.
`
Simple code is attached.
Best regards,
Umut