Steel Connections

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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rajaeian
Posts: 5
Joined: Fri Nov 21, 2014 7:45 am
Location: islamic azad university of najafabad-iran

Steel Connections

Post by rajaeian » Wed Dec 09, 2015 10:51 pm

Dear all,
how can I model a semi rigid connection with Rki=31 Kn.m/rad , Mu=142 Kn.m , n=0.98 , in OpenSees?
Regards.

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