SUPERSTRUCTURE INTERACTIVE SOLUTION

engcivil

New Member
I WANT TO MAKE A STEADY CONTINUOUS FOUNDATION IN A HALF BODRUM PROJECT BUT WHEN I MAKE A SUPERSTRUCTURE INTERACTIVE SOLUTION, IT GIVES A PROBLEM WITH THE CURTAIN AND COLUMNS. I WANT YOUR SUGGESTIONS ABOUT THE PROJECT
 
Hi, entered under panels -P103-P104 must always be in line with the basic panel. -Floor height 250 cm on the basement floor. However, 300 cm elevation has been given to the columns on the right side of the 7 axis. The columns on the right of the 7 axis should not be defined in the basement. Also, foundations should be defined on the ground floor. -It is recommended that the curtain between the columns S11-s16 in the basement and the curtain connected to it be connected from the same node point. (The foundations should also be connected to this node.) -The column object on the 5th floor is placed on the panel named BAP on the 4th floor. No columns are entered on the panel. Instead, the same size panel object can be entered. -It is recommended to model the basement perimeter curtains as shells. Good work
 
First of all, thank you very much for your CV. Although I increased the thickness and height of the continuous foundation in the connection of the continuous foundations defined on the ground floor with the columns coming out of the basement, I could not reach a solution. Where am I doing wrong?
 
The As(-) warning in the foundation beams is due to the lack of stirrups. The problem can be solved by choosing a larger stirrup diameter or increasing the foundation height. Instead of increasing the width of the foundation, ampatification can be given to overcome the soil stress problem. Note: The problem with placing a column on the panel that I mentioned in the previous message of the project has not been fixed.
"Levent Özpak":1s6g8k67" said:
A column object on the 5th floor is placed on the panel named BAP on the 4th floor. A column cannot be entered on the panel. Instead, the same size panel object can be entered.
Deflection problem in some beams other than the foundation, some columns also have B and M problems. FYI....
 
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