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Turkish Hello, In my attached project, I cannot reduce the raft foundation ground stresses, so the additional reinforcement areas are excessive. I have solved the basement flood curtains separately or B2 irregularity appears, is this a wrong thought? According to the architectural project, the part on the basement floor that I marked in red is intended to be built at +1.00 level. How can I define this part? If we can't define it, I guess I'll show it as a filling. Waiting for your comments, thank you.
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Raft Foundation Soil Stress
- Thread starter H.YILDIZ
- Start date
Hello, I made a model for the section you marked. Check whether it is suitable for your architectural project. If the basement curtains will not be manufactured in this way, your model will be wrong. I prefer to solve it by connecting it to the column node points. Also, your model has beams on curtains that do not have basement curtains. You should also consider this situation. I prepared a sample model for you in line with what I wrote. Good work.
Thank you for your valuable comment. Unfortunately, it creates problems from an architectural point of view. The columns you added coincide with the corridor on the basement floor. Actually, I had to add my architectural project. In order to separate the curtains from the columns, I made a frame and gave the curtain a negative level. The only reason I solved it this way is that when I connect the curtains to the columns at the nodal point, the b2 irregularity comes out at the order of 11.58. I know it doesn't matter according to the regulations, but it's still a troubling situation. Sent from my SM-N935F using Tapatalk