Dear readers, Karamba team,
I’m trying to conduct a Karamba Optimize Cross Section experiment.
While I have made good progress with most aspects (supports, defining selection profiles, load cases, etc), there seems to be something off with the load transfer from the floor onto the columns. My assumption is that the floor load is only transferred onto the corner columns, not on the other columns?
I have attached a diagram of the behaviour. This happens for both the case with single surface input, as well as a split surface (split on the beam curves).
Hopefully somebody could help me out or direct me towards the right direction.