Raft does not save foundation

[ErsinÇlk]

Can you take a look at my project? The raft does not save the foundation.

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[unver]

Hi Suggestion project is attached. Unver ÖZCAN

 

[ErsinÇlk]

Thank you very much for the solution. It was a very successful work. Well done.

 

[servany2]

Hello, the proposal is attached to the project Ünver ÖZCAN

hello ünver, as a new idecad user, I could only notice your corrections in the analysis settings, as how did you fix the errors, beam shearing force was not provided, the dimensions are the same as the previous project, and the reinforcement I would appreciate if you could provide information as I see the diameters of the same (when I change the analysis settings as you did, there is no problem with the beams, which I think because the live load reduction coefficient is used, please correct me if I am wrong) Also, the raft foundation will not give any errors in the reports with these settings (for 100 cm thickness). although the lack of reinforcement continues, the problem does not improve when the diameter is increased. You saved the system with 80 cm. Also, another thing I want to ask is why you prefer the winkler spring method and how can I determine these values where the dimensions are not changed with values such as abc, I could not find detailed information on the forum about this method. one how many theses I could find I couldn't find enough information As a new user, there are two parts in the basic analysis settings, namely, foundations and RAdye foundations. Also, we make rafts according to our foundation type, for example, use seismic loadings for beamless rafts, open and ground of foundations. em. Should both the use earthquake loads and the button be on or off as you did? and you also made a semi-rigid solution, but you didn't consider in-plane effects and earthquake effects.