reinforcement problem in balcony flooring

First of all, the D55 tile is a 3-sided slab. Therefore, the moments are much less compared to a cantilever floor that is held on one side. Apart from this, in the project; *The slab analysis is performed incorrectly. When looking at the plan window during the slab analysis, the red outer contours of the slabs at the same elevation and directly connected to each other should be formed in one go. In your project, networks are formed piece by piece. The reason for this is that some of the slabs fit on the basement curtains at the lower level (For example, when the P06 basement curtain is deleted, the D07 slab is also deleted.) ]10.[/b] You can examine the article.
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*It is appropriate to make the divide line inactive by intersections in the auxiliary toolbar so that the sub-floor curtains are not divided by the objects on the upper level while entering the beam. happens. *The dividing beams between the columns S03-S07 and S15-S02 should be given a single name. In the attached project, the flooring analysis is done correctly. Good work
 
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