Hi everybody,
I am a new user of Ram Concept. I am designing a slab which has got a beam system cast in-situ. I basically follow the tutorial of bentley to design it, the mesh looks adequate, even the mesh it is done in accordance with the beam sytem, but when I calculate de model everything leads to reasonable results for the salb reinforcement, but the beams are not designed as they were not there.
Could somebody help, I need this slab for my bachelor project.
I appreciate the help in advance. By the way I attach the Ram file in a zip.
Sincerely,
Jose