"ganymede":3j6uvhlc" said:
Hi everyone. In the carrier systems where gear and slab floors are combined in one direction, the choice of the R coefficient should be based on which? Can it be decided by looking at the ratios? Are there any restrictions in the regulation regarding this issue? Thank you.
We have already built a basement floor slab without beams, a store floor beamed slabs (in cases where wide beams cannot be made due to shafts, etc.), and even a building with one-way toothed flooring on the normal floor. It was full transformers building. The regulation does not provide an explanation for such situations. As Ünver Bey said, it makes sense to consider the most negative situation. But even if there is a single layer of gear flooring in a building with 15 floors, I personally do not take it into account.