Hello, I have a 3rd problem in my project and I couldn't find a solution - my p02 and p05 curtains are also showing too much reinforcement in the basement. - In the basement floor, my bap09 flooded curtain gives insufficient reinforcement. - my k53 and k68 beams on the ground, 1st and 2nd floors also do not provide shear safety. I would be glad if you could help. Thank you. My project is in the link;
Hello, You have modeled the ground floor as ribbed slabs and the other floors as beamed slabs in your building. Since the use of such double slab system is not specified in the regulation, I recommend that you make your entire building with beamed slabs. it would not be possible to achieve this. In order to relieve the shear forces coming into the building, I suggest you to enter the group core curtains in the middle. You can arrange them in 30 cm shape in this way. The reinforcement selection you have made for the curtains you have received insufficient reinforcement is insufficient. Increase the reinforcements in the selection of reinforcement. You entered the soil curtains as 20 cm. You can make these curtains a minimum of 25 cm according to the regulation. For the beams where you get the column beam connection shear error, you can review the 9th article in the link below for the solution. (you may need to center the beams, etc)
In addition, static eccentric analysis was performed as the basement floor calculation method in the project. If you make a dynamic tooth-centered solution, the basement curtains are a little more comfortable. You can reach the explanation about the article 4.3.6.2 account on this subject from the link below.
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