I would like to know, if somebody could help me with the load application. The model is composed for solids and cross-section, connected for a rigid joint. Now I am applying the load. It is distributed load along the cross-section and solid.
But when I apply a line pressure in the solid and the cross-section the model does not converge. If I apply only in the cross-section it is ok. The objective is to analyse the connection, so I have to apply load along all the beam of the portic.
The picture below, shows the model with the line pressure applied only on the cross-section.
Attention, that I have a plane of symmetry. With concentrate load, it is ok, but distributed load I have problems with convergence.