Column beam connection areas shear safety

[uğur oflaz]

TDY 7 in retrofit projects, that is, in performance analysis. Is the shear safety control of the column-beam junction areas, which are mandatory according to the section, carried out? Performance reports have a title but no content. I wonder if I'm doing it wrong. best regards,

 

[Levent Özpak]

Hello, If Ductility Level is selected High in Analysis Settings/TDY Options Tab, Column Beam Joint Safety reports are printed in the Performance Analysis report.

 

[sereze]

The 2018 Regulation does not provide an option regarding ductility in clause 15.5.2.5. In this case, would it be correct to say that "the ductility level should be chosen high in the structures to be performed performance analysis, it is not appropriate to choose it limited"? Or is there something I missed?

 

[Levent Özpak]

2018 Regulation does not provide an option for ductility in article 15.5.2.5. In this case, would it be correct to say that "the ductility level should be chosen high in the structures to which performance analysis will be made, it is not appropriate to choose a limited one"? Is there a problem?

In TBDY 2018 article 15.2.5.5, TBDY 2018 article 7.5' is referred to, and it is said that the calculation shear force of the joint area should not exceed the shear strength, otherwise the column-beam junction will be defined as a brittle damaged element. It doesn't matter what ductility level is selected in the TBDY wizard.Even if limited ductile is selected, Item 15.5.2.5 is checked in the Linear Performance analysis Good work

 

[sereze]

You are right, Mr. Levent, I misunderstood, thank you.