Hi,
Does the crosssection optimisation component in Karamba can only optimise the cross sections from a list based on vertical deflection?
I am looking optimising concrete core wall thickness for a limiting lateral deflection at top most floor of a tower. It seems like setting a number as max displacement in the crosssection optimisation component is not working. Karamba does only recognise vertical deflection of an element for optimisation?
Can anyone confirm this?