Good morning,
I want to define the stiffness of a steel connection that I have designed to export it to the global model, introducing it as a joint.
After activating the stiffness analysis and calculating the steel modulus, the results come out blank and I don't know why. I have no errors or warnings.
The connection is made with thin-walled steel profiles, 4mm thickness, I don't know if the modulus might be limited for these bar thicknesses.
Any information you have on this topic would be helpful.
Thank you very much.
I am attaching the model:
TFM_TW_rigidez.rf6 (2.1 MB)
