BASIC IN PARTIAL BASEMENT

Hello, There are -100 cm elevation in your foundations and some of your columns on the 1st floor. In this case, especially the foundations connected to the S9, S6, S3 columns are not solved depending on the structure. By canceling the elevations, you create a suitable model for the superstructure interactive solution. (project_ide.cde) Model established after elevations are cancelled: or 2 . alternatively, you may not make your own project a superstructure interactive solution. (if TDY allows with reference to the ground group). It always has a little more basic support than Proje_ide.cde.. Good work...
 
Mr. Hakan, I examined the project you sent. My question is, you canceled the -100 cm level difference in the columns and foundations on the ground floor. I made them because I thought that the foundation should start from 0.00 cm natural ground level even though the ground is at 100 cm elevation. I wonder if my thought is wrong. Is my application wrong. I hope the way the basics are connected is correct, thanks in advance
 
"[email protected]":5rmtek8f" said:
canceled the -100cm elevation difference in the foundations
The change I made about the jeans in your project has nothing to do with the reason you entered the data, I showed you what should happen for correct modeling in the program.
" [email protected]":5rmtek8f" said:
I did it because I thought that the foundation should start from 0.00 cm natural ground level even though the ground is at 100 cm elevation
Architecturally, the level at which the column ends (after all, it may be excavation in the soil) will be the foundation elevation of that column. . It is important that you define the column and storey heights in a static sense. You can make data easier by working with architectural elevations in floor general settings.
 
In this case, how are we going to ensure that the right side of the building, that is, the right side of the H axis, is at 0 elevation on the ground floor, that is, it goes down -100 cm. so my main question here is... how do we give the elevation differences on the same floor.
 
The above-mentioned situation is a special case that results from the continuous basis of the project and the interactive solution of the superstructure. There is no problem in data entry. It can be defined in this way by giving elevation to columns at different elevations. Columns ending in different branches can be connected to each other with any foundation system. Good work
 
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