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Turkish I am designing an entrance for a Mosque. As you can see in the attached project, the building is single storey and has no wall load etc. no. But the Singular foundation size I have chosen is insufficient. It requires extremely large sections. Isn't there something strange here, why shouldn't such a single foundation be enough for a single storey structure without a load? Could you please take a look at where the problem is. Respects
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Insufficient single base size
- Thread starter ebasakin
- Start date
Unver, first of all, thank you. However, this structure was built in situ, the foundation of which was poured, leaving column sprouts. The master did it on his own head, and now I will prepare the renovation project. The problem is, this did not save as the master made a single foundation 100*100 cm while he was doing it, now they will enlarge the foundation with epoxy. I'm trying to set a size too. But as you can see, single foundations require large sections. The problem starts here, why does the program create such a large section for such a small structure?
When a column hits the edge or corner of individual foundations, it is very difficult to recover that foundation. (Due to the tension of the ground. Try a simple calculation manually if you want.) If the construction is at the foundation level, it is more logical to cancel the old foundation and build a foundation on it, or to break it up and rebuild it. I think it would be easier and cheaper. Unver ÖZCAN
Mr. Unver, I think your constant basic choice was correct. However, the width of the continuous foundation cannot be less than 100 cm. You have 60 cm and 80 cm. In addition, the cantilevered tie beam from the distance between the two columns cannot be 40 cm, it must be at least 60 cm, so the continuous foundation will be 60 cm. Also, in the analysis settings, the number of rigid basements should be 0, not (-1).
the continuous basis cannot be smaller than 100 cm, according to what? - Number of rigid basement floors not -1 but 0. Since you speak so confidently, we didn't know at all. Could you enlighten us?"davutaksu":1snodeca" said:Mr. Ünver, I think that your choice of permanent foundation is correct. However, the width of the continuous foundation cannot be less than 100 cm for you, 60 cm and 80 cm. Also, the cantilevered tie beam from the distance between two columns cannot be 40 cm at least 60 Therefore, the continuous foundation should be 60 cm. Also, in the analysis settings, the number of rigid basements should not be (-1) but 0.
Hello, Mr. Davutaksu -- If you write the regulation article that the width of the continuous foundation will not be less than 100 cm, -- the regulation article about the tie beam (it should be 60 cm), the subject will be more enlightening. --I wonder if the IDE doesn't do these checks? --For a rigid basement floor to be 0, there must be sufficient curtains in both directions around this floor therefore -1 is correct. Ünver ÖZCAN