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RE: Steel Moment Frame - Channel to TS Column - FR or PR Connecti on?

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> IMO, I do not believe there is an easy answer to your question.  I am
> remembering my advanced steel design class where we analyzed connections
> ...
> the process involved finding the end moments and rotations.  If these
> values
> were greater than "x" then the connection was considered fixed.  If the
> values were less than "y", it was considered pinned.  Anything in between
> was considered a partially restrained connection.  
> 
> 
Try IFAS, that provides the unique features partially rigid static/dynamic
analyses. All the procedures are programmed in asynchronous parallel.