Hollow Floor Direction Determination

H.YILDIZ

New Member
Hello, 1-I could not decide on the direction of the hollow blocks in the attached project. Is it appropriate to step on the cantilever short beams as in the project or is it appropriate in the other direction. I searched if there is a legislative article about this, but I did not have enough information. 2- When I analyze semi-rigid diaphragm and full-rigid diaphragm, there are very different values for A1 Irregularity, is this normal? 2-When I define a floor on the elevator platform, I get an incorrect floor level warning. Is my definition wrong? 3-I would appreciate it if you could also tell me the situations that you can suggest in general. Good work
 
Hello,
"H.YILDIZ":18y8p8o7" said:
Hi, I couldn't decide on the direction of the hollow blocks in the attached project. Is it appropriate to step on the cantilevered short beams as in the project or is it appropriate in the other direction? I have searched if there is a legislation article regarding this. but I didn't have enough information.
There is no condition in this regard in Ts 500. You can refer to the opinions of Prof. Dr. Adem Doğangün in the book "Calculation and Design of Reinforced Concrete Structures" (Topic 6.4.1, page 298)
"H.YILDIZ":18y8p8o7" said:
2- When I analyze semi-rigid diaphragm and full-rigid diaphragm, there are very different values for A1 Irregularity, is this normal?
A1 torsional irregularity (nbi) is equal to the average displacement value of the maximum displacement value. is the rate. Changes in displacement values also affect this ratio. Since the displacement values change in semi-rigid and fully rigid solutions, it is normal for this ratio to change. Also, A1 and B2 types of Irregularity have no effect in dynamic analysis. Item 2.3.2.1
"H.YILDIZ":18y8p8o7" said:
2-When I define flooring on the elevator platform, I get an incorrect floor level warning. Is my definition wrong?
+110 cm positive elevation is given to the beams of K352-353 on the 7th floor The P06 panel to which the beams are attached is not given an upper level.
 
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