You have to be very careful about the different types of elements.
The connection between these different types is tricky, knowing that they do not all have the same number of degrees of freedom;
Beam: 6 ddl (3 moves, 3 rotations)
Plate: 5 DDL (no normal rotation)
Volume: 3 DDL (no rotation)
As a result, a beam connected to a volume face is not rotated in its axis and is free to rotate, which generates calculation problems
Given the example shown, if it is a question of checking the cross-section of the beams, a beam modelling may be sufficient. otherwise vommy model but be careful to manage the links between each element.