Hi All,
I am currently having difficulty creating a joint in RAM Connection between the top flange of a beam and a column.
In my model they are connected via a Master/Slave but I think this maybe causing the problem. Would it be more appropriate to connect the beam and column via a rigid link that has a high E value and zero density, then attempt to create joints at said location?
Any help or direction would be greatly appreciated.
Regards,
Ross