Hi

Imagine this situation:

I have a model which in a first step is applyed a moment load. In the second one, I apply a shear force, but for applying this shear force, I can't consider the stress from the moment applied before (as I was applying the shear force in the initial condition)

As a workaround. It's applied the moment in the first step (magnitude 10, for example), in a second step is aplied the same omoment, but in another direction (magnitude -10,), and in the last step, I apply the shear force.

I would like to do it without create this third step as workaround

Can anyone help me?

Regards

João Lucas