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Turkish Hello everyone. I'm getting an insufficient tile thickness error in my project I will be glad if you help. good work
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Insufficient slab thickness error
- Thread starter scoutboy
- Start date
M. Berat Denli
New Member
Hello, the thickness control of your Savior slab was also made as console slab. Right click on the tile and enter the account axis edit section for axis 2. If you mark the flat+pile option, the problem will disappear. You can also solve the problem by deleting the tile and throwing it again if you want.
Berat, thank you for your interest. I am also getting an error that the deflection limit has been exceeded in my project. I would be glad if you help. Good work
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Levent Özpak
Active Member
Hello, - In the project, the D208 slab at -280 elevation on the Ground floor appears to be connected to the K10 beam. The right slab edge of the D10 and D208 slabs does not connect to the beam either. Delete the relevant slabs. Slab Arrange its edge so that it connects to the beam. First place the slabs at -280 level, then at zero level. -It would be appropriate to select the option "Creating a rigid diaphragm" from the properties of the D207-208 slabs at 280 level. -Refer to TDY 2007 2.5.1.5 regarding the ductility level selection . Good work"scoutboy":3epums88" said:Berat, thank you for your attention. I also get an error that the deflection limit has been exceeded in my project. I would appreciate your help. Good workYou do not have permission to view link Log in or register now.
Hello, I made changes in the project, but this time I encountered the problem of excessive reinforcement in the beams. I will be glad if you help me. Thanks in advance.
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M. Berat Denli
New Member
In your project, there is a column-to-beam combination error in beam K218. To resolve this error, see the attached documentation ."scoutboy":j9r7alqt" said:Hi, I made changes in the project, but this time I encountered the problem of excessive reinforcement in the beams. I would appreciate your help.
Levent Özpak
Active Member
Hello, -Fix the errors in the Geometry control in the project. While defining the tiles at the -280 level, enter the tile settings, give the -280 level and then define the slab. -S214-S208 columns make the beam into one piece with the "Assemble" command in the Beam toolbar. -You should not mark the line for creating rigid diaphragms for the D202 slab on the 1st floor. -You can analyze by ticking the "Apply TS 500 redistribution clause" line in the analysis settings / Load Security tab. Good work"scoutboy":cayx2rgf" said:Hi, I made changes to the project, but this time I encountered the problem of excessive reinforcement in the beams. I would appreciate your help. Thanks in advance.You do not have permission to view link Log in or register now.