Dear Abaqus Users,

I made a steel frame in abaqus6.10, i have also modeled inclined & horizontal bracing. now i have some problems in connections. i want to release the moments at connections between column member & bracing. so how can i do that in abaqus? is there any way to do thisi have heard about mpc contraint but i really dont know how to use it. kindly help me to solve my problem.

thanks in advance...