German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish Hello. In the attached project, the amount of reinforcement in the columns is too much. Is it normal for it to be this high? Thanks in advance.
You do not have permission to view link
Log in or register now.
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.
The amount of excess reinforcement in the columns
- Thread starter M.ORAL
- Start date
Levent Özpak
New Member
Hello, In your project, the 2nd basement floor is rigid. In the Analysis Settings/General Settings tab, we recommend selecting "bi-load state calculation method" for "Calculation of buildings with basements with 4.8.5 modal calculation methods". In this case, the column design effects and accordingly the reinforcements will decrease.
You do not have permission to view link
Log in or register now.
Note: Cassette tooth spacing is defined as 120 cm. In TS 500, it is required to comply with the single-direction gear laying conditions in bidirectional toothed floors. Accordingly, the tooth spacing is 70 cm. It would be better not to be large.
You do not have permission to view link
Log in or register now.
fatihemintekk
New Member
You do not have permission to view link
Log in or register now.
can you help me fix the bugs in the project please