Hello, I have three dilatations in my project. Dilatations are 5 cm apart. Only the slabs somehow fit on the beam in the side dilatation after analysis. The floors are getting ridiculous. No flooring is formed on the beams etc. I move the dilatations 5 meters away from each other and when I analyze, this is not a problem. What would you suggest I do? Civil Engineer Halim Kerim Chief