Situations where Gear and Plaque Floorings Are Together

ganymede

New Member
Hello to 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? Thanks.
 
Hello. My suggestion:
"ganymede":3rr0t8n2" said:
Hello everyone. In the carrier systems where gear and plate floors are combined in one direction, the choice of the R coefficient should be according to which one? Can it be decided by looking at the ratios? Is there a restrictive situation on this subject in the regulation? Thank you.
There is no ratio related to the selection of the coefficient R in single direction toothed and slab flooring. My opinion: If the single direction toothed floor stays inside the column-beam frames connecting the outer columns of the building (even if it is a single floor), the building is geared in one direction. (Do not punish this building) Ünver ÖZCAN
 
"ganymede":31fh0mu2" said:
Hello 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 one? Can it be decided by looking at the ratios? Is there a restriction on this issue in the regulation? Thank you.[ /quote] We've had the basement floor slab without beams, the shop floor slab with beams (in cases where wide beams cannot be made due to shaft etc.), even the building with one-way gear flooring on the normal floor. It was a full transformers building. The regulation does not make any explanation for such cases. Unver Bey As said, it is reasonable to consider the worst case scenario, but I personally would not take it into account even if there is a single layer of gear flooring in a building with 15 floors.
 
"unver":1iculjpi" said:
Hi My suggestion:
"ganymede":1iculjpi" said:
Hello 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.
There is no ratio regarding the selection of the R coefficient in gear and plate flooring in one direction. My opinion: If the single-direction toothed floor (even if it is a single floor) stays within the column-beam frames connecting the exterior columns of the building, the building should be classified as single-direction toothed flooring. (Don't punish this building, but ) Ünver ÖZCAN
1 floor of the building and only one floor will have gear flooring due to leaving off. To me, this system is a record, but I wondered if there was a situation in terms of regulation. But your opinion that "if the building stays inside the column-beam frames connecting the outer columns, the building should be classified as single-direction threaded flooring" was logical but heavy. We usually refer to the hollow block because of the closed exit and these are always located on the outer axis. There is a serious penalty for higher structures. But it has to be taken into account somehow. In such cases, can we make a small reduction on the R coefficient? For example, 2 of 10 equal sized tiles are toothed tiles (20%). It's like iterating the R coefficient between 7 and 6 and getting 6.80.
 
"MaFiAMaX":3j6uvhlc" said:
"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.
Thank you. I hope Transformers has 3 floors :)
 
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