German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish I could not save the S07, S09, S011, S013 columns to which the stair landing beam is connected. I would be very happy if you could take a look and help. Note: the file has been compressed and saved. The project is a cultural building, we have 20 walls inside the floors. Curtain system is not possible due to architecture.
You are using an out of date browser. It may not display this or other websites correctly.
You should upgrade or use an alternative browser.
You should upgrade or use an alternative browser.
Please Help My Project
- Thread starter yapikar
- Start date
Levent Özpak
New Member
Hello, In your project, the elevation of the intermediate landing slabs is not compatible with the beams to which they are connected. (It is given as a warning in the geometry control) The non-beam edge of these slabs should be created using the slab edge. (Or instead of defining the slab, a load definition can be made for the relevant beams.) When the intermediate landing slabs are deleted or not operated as a rigid diaphragm The problem of max purchase in columns is solved. KAs(-) warning is due to insufficient stirrup. In the reinforcement selection dialog, the problem is solved when the analysis is performed by marking the stirrup diameter of 12 on the columns. Apart from that, the ribs of the floors D89 on the ground floor and D99 on the 1st floor are not defined continuously with the other floors. You can also examine the attached join.pdf file for the solution of the join break safety (B) problem in some columns. Good work
Levent Özpak
New Member
Analyze according to the assumption of a single rigid diaphragm."sereze":1nkn5hq5" said:I analyzed the project, there was no problem with the columns. Version 7.020. How is it?