Thanks very much for your assistance. I did look at what KootK posted. Interestingly, that may yet pose another rabbit hole. The loads for this connection are very light, on the order of several kips per factored load location. I wonder if the force couple is negligible?
I am reviewing a not quite typical ledger masonry wall connection. The masonry wall has an angle bolted to it, with anchors at 24" on center. The vertical angle leg sits flush with the face of the 10" masonry wall. The horizontal leg supports steel joists. In designing the masonry wall, I...
