Regarding to provide haunch at beam-column connection

[mangesh30]

Dear sir,
I have to provide haunch at beam-column junction how can I give this? Please suggest.

Thanks

[seismosoft]

Unfortunately it is not possible to directly introduce haunches at the beam-clumn joints.
One possible solution would be to subdivide the members in smaller elements and indirectly model the increased width at the haunch area. Note that the infmDB frame element type is ideal for such smaller elements.
Seismosoft Support