flooring equipment

[faruk]

I will talk about an incident that happened to me. In the ide cad formwork plan drawings, the floor reinforcements are calculated and equipped according to the floor opening. these reinforcement lower mesh reinforcements extend into the beam carrying it. that is, it ends in the beam carrying the floor. Let me tell you my bad experience now. In a building I had designed, one of my floors was cracked at the junction of the floor and beam. There were cracks in my flooring just at the beam level. I noticed this because of an upstairs deck. Demircim, who left the floor reinforcements a little short so that the iron would not be wasted, I realized that it was because the reinforcements did not pass the floor and get stuck in the beam. When I asked him about this mistake, he claimed that he fit the project exactly. my request from you will be to show the reinforcement continuously if the spacing of the subfloor reinforcement does not change in the other flooring.

 

[Modal]

Faruk, I don't think the crack under the floor is due to the length of the reinforcement. Because the upper part of the tensile zone is formed on the floor support. Other factors should also be considered.

 

[kazimyirmibes]

The reason for this was the workmanship, which happened to me 10 years ago. When we examine the beam floor area, the upper reinforcements came out 7-8 cm below due to compression while pouring concrete, and when they were large, they cracked.