Circular tie beam identification

[mahmudkayra]

good day, my question is as follows: I have to throw tie beams on the left circular side of the raft basically, because there it is included in the terrace, but the circular tie beam is not available in idecad, how can you suggest a solution to me. Another question I have is, after the analysis, the number of dynamic modes is insufficient. but when I delete the basement curtains, this error is not given. In another question, a 3-layer structure saves 35 cm of raft, but stapling does not save when I make 45 cm, stapling does not save, what is your suggestion? Thanks in advance for your help. The project is available at the link.

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[unver]

Re: Circular tie beam definition urgent help Hello My Suggestions: -You better connect the columns on the-2 axis with beams, --You can add the tie beam in the drawing, --It says insufficient even though I set the dynamic mode to 100, -- I recommend solving as a rigid diaphragm, --Rat foundation; Extend it to the front curtains and untie them, (no gaps in between), you will get rid of the stapler, -- If there is a ladder, make sure to take the ladder into account in modeling, -- You can reduce the live loads in the attic. Take it easy Unver ÖZCAN

 

[mahmudkayra]

Re: Circular tie beam identification urgent help -- If I combine the columns on the -2 axis with the beam, I will not be able to have a job in the market again. ---yes, I can add the tie beam in the drawing, but I want to add it in the calculation. The municipality wants to see it in the account. --- why the number of dynamic mods is sufficient when I delete the basement curtains, but it is not enough. --- it would not make sense to extend the raft to the basement curtains in terms of cost. it would be better if we fill that gap with padding. ---I did not intentionally reduce the loads on the attic. I wanted to stay on the safe side, as there is a disease in the market, such as enlarging the construction afterwards.

 

[MaFiAMaX]

Hello, First of all, I would like to state that I only commented on what you wrote before opening the model. You don't have to model and report the non-bearing elements, I understand that the reason for making a circular tie beam is to create a border. Beams with a high curvature in the plan should know that they will not create sufficient horizontal force transfer between columns. In general, it does not work beyond creating a border.