Tooth Beam Minimum Reinforcement in Ribbed-Toothed-Flexible Slabs

M

MTC Denetim

New Member
I have a question; Despite my examination of TDY 2007 and TS 500-2000, I am in trouble about a detail that I cannot see and cannot find. What are the minimum rebar diameters that can be used in threads (either assembly reinforcement or tension reinforcement) in threaded slabs or, due to more common use, in hollow slabs?
 
Re: Teeth Beam Minimum Frost in Ribbed-Toothed-Full Hollow Slabs It is calculated like beams in hollow blocks. There is nothing definite in the regulations, but I think that at least 12 can be used because it is calculated like beams.
 
Re: Tooth Beam Minimum Frost in Ribbed-Toothed-Full-Filled Floorings Generally, the tooth width is taken as 15 cm for ribs. 15 cm width, min. 12 flat and assembly reinforcements are quite a lot. Even though it is calculated like a beam, if there is no extra load on it, if there is no extra load on it, since the hollow filling material on the right and left is loaded with half of the floor + its own weight, the 12 gauge reinforcement is too much. Sent from my iPhone using Tapatalk
 
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