Greetings. When we consider industrial type structures as high ductile structures, economic sections do not emerge due to cross-sectional conditions and conditions such as strong columns. Is it okay to accept such structures (bks 3) as limited structures.
Mr. Hamza, it would be inconvenient to consider all industrial structures as having limited ductility. It would be correct to determine the appropriate ductility level according to Table 4.1 in the 2018 earthquake code in force and to act by complying with the other articles.
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