Beam deflection limit exceeded error

[ramisvardar]

There is also an error in tk09, but there is no error in the attachment I sent as it is without error, how is this the same file

 

[Levent Özpak]

there is also an error in tk09, but there is no error in the attachment that I sent as it is without error, how is it both the same file

in the project file without line.cde The DS column remains ticked in the Continuous reinforced concrete dialog. Other relevant determinations and suggestions; *In the Analysis Settings, it would be appropriate to enter the upper rigid basement floor number -2. *Mark the curtains on the 1st basement floor as flooded. *Behavior coefficient of the load-bearing system can also be taken as 8. *The K822 beam on the 1st floor is attached to the column. However, beam does not fit on the column.(If it is defined in this way, bj value is taken as zero in Vmax control) Define the beam on the ground floor as it is on the floor. The same is true for beam K809. *Rib beam widths can be taken as 10 cm. If there is any unclear point, you can contact by phone. tel: 0224 220 67 17

 

[ramisvardar]

yes it&#39;s fixed thanks , well in the report the beams and <vmax sütunundaki hataları nasıl gidericez