Raft foundation errors in the project

R

ramisvardar

New Member
Friends, first I solved the project on the basis of the raft, the raft did not work, it gives an error, then I solved it continuously and as a raft. The room did not come. First of all, if anyone can solve the raft, let me know, thanks in advance.
 
Re: project error -raft base errors I suggest you reconsider your carrier system. You have non-overlapping columns on the basement and ground floor. But that is not the purpose of my sentence "review the carrier system". Such a foundation design is also not correct. For the sake of answering the architecture, you overlooked the overall system and drowned in the details.
 
Re: project error -raft foundation faults did you think that because it is gradual basis, what can I do, we have to do it gradually now
 
I didn't mean just the gradual foundation. You didn't frame properly. Even in the area surrounding the staircase there is no proper colonization. For example, don't you think of the stair landing beam. If you are thinking (of course you don't have it right now, so you didn't foresee it), how will you do it? There is only one curtain in the system and it does not contribute to the system. I suggest you not be tempted by the unbearable lightness of working in a 3rd degree earthquake zone. You made a lot of stubs. There is no record that there is no stud, but its necessity, amount and shape are debatable. Column beam joint safety errors are present. Some of your beams on the ground floor (eg k24, k41, k42) do not show a smooth continuity. Edit the right-left end of the K42 beam with the command "beam basic direction". Why does the K2 beam not press the columns fully? Where do you aim to reach with 25/32-30/32 beams at the critical points of the system? You attached the ladder to the end of the single cantilever rib? Why is the S19 column not connected to anything vertically, moreover, the beams are connected eccentrically horizontally. The wall loads were taken from the 13 cm wall loads everywhere (external inside). Also, as a solution, I would definitely recommend using the semi-rigid diaphragm option. As far as I understand, there are shop(s) on the ground floor. That's why you made your design difficult. However, it can be found with a different solution. That's why I never went into the basics. In such a system, I did not want to make a suggestion, since trying to solve the fundamental problem means giving way to the system. Take it easy, good work.
 
it is the finished drawing of the drawing. I'm waiting thank you. we have experienced a lot of problems with gradual foundation and partial basement, as well as adjacent layout and low ground safety.
 
Mr. ramisvardar called Nedim Bey; 1-K2 beam 2-curtain 3-Semi-rigid diaphragm 4-Stair bracing 5-Wall loads ... you didn't fix. You should probably fix it. ADDITIONAL SUGGESTIONS: 1- There is a console inside the building stuck in the curtain. (K27) Do not make a console inside the building, 2- The stairs should be straightened and their loads should be given, 3- The wall loads should be lifted even on the roof, they should be arranged on the lower floors, 4- Where will the elevator machine be placed? For this, a floor should be made and the floor should be arranged so that it rises on the roof. 5- The raft floor without beam is wrong. Edit all the edges with the tiling edge command. You cannot put TK01 and TK02 foundation beams on the side like at 0.00 level. There is the same mistake in the lower elevation. 6- I recommend a solution without pleats. 7- There are errors in the calculation made without changing your data, including stapling, and should be corrected. Take it easy Unver ÖZCAN
 
We have eliminated the stapling errors on the bottom base, but basically this error occurs regardless of the upper elevation, we could only find one solution, and it does not staple with the column header, what other solution do you suggest, this is the most important error, but how can it be handled, what options are there, if you let me know, it will set an example for everyone. Thank you for your thoughts.
 
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