I am modeling a steel braced frame in ETABS. I want to model the panel zone.
Please suggest how to do this.
Or share any document related to this.
Thanks.
Watch this video, it may help you
https://www.youtube.com/watch?v=Am69n2AFeRk&ab_channel=shizTech
As you know, in ETABS software, Rigid Zone and Panel Zone can be defined to determine how the beam-column connection works.
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