Hello! I’m a beginner in Karamba. Today, when I was studying Karamba, an unexpected situation occurred. I designed a double-layer planar beam latticed shell. It seemed that there was no error during the previous steps of importing elements, setting the support points, and setting the loads. However, the calculated results are very strange. Could you please tell me what the problem is?
Hey,
it might be the same problem I had. Check this post out:
I hope it works!
Thank you！ Let me have a try.
it is hard to troubleshoot from just a screenshot, but you can try to
- check your units
- check that everything is connected properly
the deformations are very high because there is something wrong with the model.
if you share your script, then it might help