Hey guys; Hi; My filed is Geotechnical Engineering, working with meshes including nodes and elements. Suppose that I have a cubic element with 8 nodes, each side's length is unit say 1 meter. I've applied uniform stress and equal at each side like σ=[165,165,165,0,0,0], so obviously I don't have any shear stress but as you can see there are normal stress at x, y, and z direction. So, using the FEM, we can get the forces at each nodes at each direction, do I have to necessarily get equal forces at each node at each direction, because of uniform stress? I can display more details in a case of necessity. Thanks.