I have two question about Karamba.
- I’m using it to analyze a diagrid structure where all elements are hinged and so under axial stress only. I need also to export this structure in SAP2000 to perform more detailed seismic analysis.
I was able to create this truss structure in karamba setting to ‘False’ the bending of the beams, but the problem is that once I export to SAP2000 trough the GeometryGym component I obtain a structure where all the joints are fixed, and there are no releases in the beams.
Is there an alternative way to obtain a structure with all the beams automatically released once exported in SAP200?
- Is there a way in Karamba to control the relative displacement between two points? As output of the model I can display only the Maximum Displacement.
Many Thanks in advance,