But piers are used already and thus provide restraints to the wall. Even if you want the wall to span vertically from slab-on-grade to the upper one, the construction sequence will require you to span horizontally during excavation.
The following connection is used for cast-in plate in panel to carry steel beam.
I have worked out the shear from the steel beam and then times to offset to get the resultant moment and thus the tension. Now I have a few questions that I wish you can help me.
Q1: How do I check the capacity...
