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[erdigoksu]

WHEN I MAKE ANALYSIS WITH A SEMI-RIGID DIAPHRAGM, THE REPORT HAS THE FOLLOWING RESULT HOW CAN I FIX IT?

 

[Levent Özpak]

WHEN I ANALYZE WITH SEMI-RIGID DIAPHRAGM, THE REPORT RESULTS HOW TO FIX IT.

Could you attach the project file?

 

[erdigoksu]

of course i add it right away sir levent

 

[erdigoksu]

WHEN I MAKE ANALYSIS WITH A SEMI-RIGGED DIAPHRAGM, THE FOLLOWING RESULT IS IN THE REPORT HOW CAN I FIX IT.

Could you attach the project file to the [urlquote]? =https://drive.google.com/open?id=0B4bbnNz3BMkVckpQRXl6bGtXUHM]https://drive.google.com/open?id=0B4bbn ... Xl6bGtXUHM[/url]

 

[Levent Özpak]

WHEN I MAKE ANALYSIS WITH A SEMI-RIGGED DIAPHRAGM, THERE IS A RESULT. Can you attach the file?

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Floor meshes are not formed correctly in the basement. Make a solution according to the assumption of a fully rigid diaphragm. (Rebuild the D06 slab) If you say that you will definitely make a semi-rigid solution, I will suggest that D05 and D07 slabs be created using the slab gap command. Good work