Column beam region shear safety is not provided

Hello, I am getting column beam zone shear insecurity error in my project. I enlarged the bj and h values to meet the vmax value. I enlarged both the column dimensions and the beam dimensions. In the reports section, I fixed these errors one by one in the column beam area reports. However, the last time I analyzed, I got the same errors again. Vr and Vmax values are changing. At high ductility level, my project only has column beam shear insecurity error. When I change the ductility level and make it limited, the errors disappear. Is there a clause about this in the earthquake code? Can I do the project that way? Do you have any other solutions for the errors?
 
"adarclk":31evd46z" said:
Hi, I am getting column beam zone shear insecurity error in my project. I enlarged the bj and h values to meet the Vmax value. I enlarged both the column dimensions and the beam dimensions. I fixed these errors one by one in the column beam zone reports in the reports section However, when I did the analysis at the last time, I got the same errors again. Vr and Vmax values change. There is only column beam shear insecurity error in my project at high ductility level. When I change the ductility level and make it limited, the errors disappear. Is there a clause about this in the earthquake code? Can I do it that way?Do you have any other solutions for errors?
Click to expand...
Hello, If you upload your project, we will review it.
 
"adarclk":2j1ohzqw" said:
Hi, I am getting column beam zone shear insecurity error in my project. I enlarged the bj and h values to meet the Vmax value. I increased both the column dimensions and beam dimensions. I fixed these errors one by one in the column beam zone reports in the reports section However, when I did the analysis at the last time, I got the same errors again. Vr and Vmax values change. There is only column beam shear insecurity error in my project at high ductility level. When I change the ductility level and make it limited, the errors disappear. Is there a clause about this in the earthquake code? Can I do it that way? Do you have any other suggestions for solutions to the errors?
Click to expand...
Hello again, It is not enough to solve the problem just by clicking the Reinforced Concrete button after changing the size of the column in the reinforced concrete dialog. It is necessary to analyze again and in this case, the Ve values may change and the column may not save. This is also true when the analysis is done as you have added. errors appear in the report. DTS=1 and BYS=6 in your project. In order to make a limited ductile or mixed ductile solution to TBDY 2018, the condition Total Mdev>=0.75 must be met. Notes: It would be appropriate to define curtains P01-P02-p03 as curtain groups. Checking the "Apply TS500 redistribution clause" line in the Analysis settings/Load security tab may contribute to solving the Joint interrupt safety issue. As stated in the 9th item of the frequently asked document on columns with B problem, changing the column directions and giving the offset to increase the bj value contributes to the solution of the problem and provides convenience.
You do not have permission to view link Log in or register now.
Good work
 
You must log in or register to reply here.
Back
Top