I have a model of a steel structure that seems to be running correctly, meaning that the member forces and reactions make sense.
I deleted part of that model and all of the load cases, to have a partial model that reflects the up to date built structure on site. However, when running the calculations, some of the reactions and forces go crazy - say from 150 kN on the full structure up to 65457081 kN on the partial one.
I've had this problem before with other structures but found a way around it, however this time I have to make this specific one work.
Is there someone from Autodesk that can have a look at the Robot model and see what's going on? Unfortunately I can't share that model here with all the users.
Thanks
Joao
You can not look at results if you have instabilities type 1 and 2 in model – you have to correct model first.
IN case of instabilities 3 you should check it and correct required
This may help you: