Punching and Section Insufficient Problem

F

FerhatSalt

New Member
Hello there. In my project, I have the problem of stapling in columns S10 and S11 and also lack of section. When I make the raft base thickness 60cm, there is no stapling problem. Can I fix the stapling problem without increasing the foundation thickness (50cm remaining)? Although I enlarged the section, I could not solve the problem of section insufficiency in the same columns. I would be glad if you help. I am sharing the project below. Good work...
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Hello. My suggestions are before the S11 and S12 columns; --Increase system rigidity error because there is no flooring on the ground floor and there are very few column-beam connections, --The second order indicator on the ground floor gives the error too high. You should fix these errors. In this, you should make the columns, curtains, beams of the ground-mezzanine floor (probably still will not save) more rigid, and if not, you should add earthquake curtains. Unver ÖZCAN
 
Hello, For the second level too high error on the ground floor; Select the option to create a rigid diaphragm on selected floors with stair landing floors. S10 and S11 columns basically do not save them from stapling. You can increase the regional foundation thickness by capping the bottom of the columns or you can get rid of this problem by increasing the column dimensions.
 
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