Yeah I thought about that nasty little issue of the corners, but I thought I'd try to slay one giant at a time. I don't have any real intelligent notions as of yet about the corner connection, but after many phone calls to various associations and Durowal, I got a fellow who said they can...
I'm designing a 4-story steel moment frame building with masonry walls. Masonry is outside of steel frame so CMU is not inbetween the columns. Since I'm tying a rigid CMU wall to a very flexible steel moment frame, I need a connection between the CMU and slab (or steel beam) that will allow...
