Hello,
I have a very easy slab design case. I have used the slab wizard, inserted the modulus of subsoil reaction, activated the uplift option and therefore stablish manual combinations to take into account the non-linear analysis.
So I get to the slab-required reinforcement and use the reinforcements tab to check the results. The thing is that maybe I am getting a bit confused for the different menus and options. I get the exact same reinforcement in X- and X+ and I do not why because I haven't turn on the option "the same top and botton reinforcement". In material survey I get 70,24 kg/m3 of density which I find pretty reinforced for this case.
Given this solution I get reinforcement drawings pretty simple but I wanted to check with you guys the meaning.
This means that I have 29 rounds of 12 mm with a length of 444 cm and with a spacing of 25 cm. The direction would be horizontal in the picture, right?
Is there any way to get a cross section with reinforcements of the slab?
How could I define a cantilever area of the slab? Maybe the problem was using the wizard as It simplifies too much the modeling.
Thanks in advance
