Hi @BAretired!
thanks for taking the time to reply.
You're right, I hadn't seen from your perspective.
So, ETABS already considers a real model, as can be seen in the image, even ETABS applies an automatic rigid link, while SAP2000 does not do the same.
If I consider a beam length of 2.70m, I...
Hi everyone!.
I have modeled a simple frames, and when I check the reactions due to self-weight, I am surprised that they are incorrect.
Reactions should be 972kgf, however ETABS gives a result of 939.6 kgf.