Sir,
Thank you ...
In actual case the box structure is connected to the main steel structure by BOLT connections.
In STAAD modeling what way can i do this ? whether i have to use moment release connection or as rigid fixed one??
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One more general clarification on moment release connection
Whether Moment release axis should be given either based on local beam axis ( beam axis indicated in post processing tab) or based on global axis.. I really confused ???
bcoz . In post processing some beams axis orientation is different from global axis..Pls. help me
Regards
Nir