The slab is supported by columns, and I want to find the moment which is applied to the columns by unbalanced supports so I can design the column cross sections adequately.
I have designed a slab supported by both columns and two shear walls. I have used joint restraints to model the columns but I am unsure of how to format the shear wall support. The area has been drawn and I constrained the points on the area but am unsure of what do to next.
