This type of beams don´t have stirrups nor rebars, because there are no inside traction at all. In your model the rebars are done with concrete material ¿? Why do you use cohesive behavior instead of a simple tie constraint? Sorry but I think this is really a bad video!
Good tutorial. Can you please share the files with me?
This type of beams don´t have stirrups nor rebars, because there are no inside traction at all. In your model the rebars are done with concrete material ¿? Why do you use cohesive behavior instead of a simple tie constraint? Sorry but I think this is really a bad video!