Hi,
Im working on medelling a concrete frame supported by a 12" wall instead of columns, is there anyway to input the E*I of the wall and the E*I of the beam?
Thank you
If I am understanding the question correctly, you are looking for an option to input the stiffness due to the wall as opposed to modeling it. If that is the case, modeling spring supports to simulate the stiffness of the wall can be an option. If calculating the stiffness is a challenge, you may actually model the wall with a mesh of plates.