Strong colon problem

K

k0ry

New Member
Good evening guys. I came across the image below during the power column analysis of a building I made, and I couldn't figure out why. I would appreciate it if you could help.
You do not have permission to view link Log in or register now.
 
Hello, You have solved the structure with mixed or normal ductility level, so strong column control is not done in the program. Mixed ductility level selection: Shears -> high ductility level Columns and beams -> ductility level is considered normal. Normal selection of ductility level: The entire structural system is considered normal. Therefore, the control is not carried out. According to TDY... If you select high ductility level, the control is performed.
 
Thank you Mr. Hakan. Today I was very stricken and could not understand. When I solved it as high, I saw that the control was done. We are talking about the first article of 3.3.6.1, if I understood correctly?
 
You must log in or register to reply here.
Back
Top