fringe problem

[duygum86]

While defining eaves of 15.90 m and slab thickness of 15 cm on the last floor in the hollow block structure, it does not find the slab thickness sufficient and gives the same effect in all my projects. Am I doing something wrong or missing, I would appreciate if you help me... :?:

 

[Levent Özpak]

defines the eaves of 15.90m and slab thickness of 15 cm on the top floor in the hollow building, but it does not find the slab thickness sufficient in all my projects.

Hello , You haven't added the project

 

[duygum86]

levent sir i uploaded the project

 

[YasinTezel]

defines the eaves of 15.90m on the last floor and the slab thickness of 15 cm in the hollow structure, it does not find the slab thickness to be sufficient, it gives the same error in all my projects. Am I doing something wrong or missing, I would appreciate if you could help...

Hi K1, K2, K3 and K18, K19, K20 select the beams that carry the eaves slabs, enter their properties, and reanalyze by ticking the "This Beam is Bearing the Cantilever Tile" parameter in the Static/Reinforced Concrete tab. Good work.

 

[tasarim]

hi, i have a fringe problem too. I am attaching the project. ds8 gives an error that the thickness of the slab is not enough. Isn't there a solution to this without thickening the slab... I don't want to thicken the eaves of the whole building for 1 slab.

 

[Levent Özpak]

Hello, The slab thickness control is done according to the free opening of the slab in the short direction. Reinforced concrete calculation axis edit command can interfere with -clear opening value- of the relevant calculation axis for thickness control.

 

[mehmeteken]

Re:insufficient flooring good afternoon friends, it says the floor is insufficient in the project, I always sent the file, and if you look and help, I will be loved, if you look at the basics, I will sew thanks

 

[Levent Özpak]

Hello, The floor in the basement is modeled as a beamless floor and it gives a minimum thickness warning. The program makes the thickness control according to the working distance of the short side reinforcement axis. It is not clear what the clean opening value will be taken in the thickness control in the slab without beams. In such cases, with the Reinforced Concrete Calculation axis edit command in the Slab auxiliary toolbar, the Slab Reinforced Concrete Calculation axis parameters dialog- Clear clearance value for Thickness Control- can be intervened. In addition, the type of reinforcement axes of this slab should be arranged as -top+bottom reinforcement- The base system is defined as a single base and does not appear to be a problem. However, no basic objects were entered under the perimeter curtains. The tie beam can be entered. Good work