I noticed that results for beams linear static analysis is generally non correct.
Particularly for the shear stress results.
As a matter of fact Simulation computes 0 shear stress in dir 1 and 2 even if there is a shear (shown by the action diagram itself).
Am I operating wrongly, or it is a bug?
Thank you for your help.
I attached a simple model of a beam fixed at one end and with a force to the other.
There shoud be a shear stress but it is not shown as stress result.
You can try with every model (the tutorial with a force out of plane for example).
Thank you for your answere!!!!!!