Here, the first design response is weighted 10% less than the norm, and
the second 10% more than the norm. The norm (1.0) is default.
Important:
It is highly recommended only to combine linear static load cases.
It is recommended to look up the definition of load cases.
The reference value has no effect in the controller algorithm.
Tosca Structure.bead
will try to combine All load cases
in the finite element calculation with the weighting of 1.0.
Important:
This method is NOT recommended and the former mentioned method of defining
the load cases
separately and then combining them in the objective function is emphasized.