@BlasMolero: Thanks for the good reply. Actually, that beam is a symbolic one for my benchmark. I faced with this problem when I was working on 3D to stick model connection.
What I remeber from Ansys is, BEAM 188 element is capable to reflect shear stresses without any additional...
Hi all,
I am new to MSC.Nastran/Patran. I have modeled a beam along Z-Direction (one end is fixed and other end is free) with CBAR elements. The cross section of the beam is box-shaped. The free end is loaded with torque load(Mz - XY Plane). The problem is I am not able to get any stress...
