tilt wall connection detail
tilt wall connection detail
(OP)
When you guys have a beam that has to frame into a tilt wall panel joint, and you use a "bridge" type connection (one connection on each side of the joint with a steel member between), do you let one side of the bridge slip in the plane of the wall?
I know not to connect panels together for shrink/expansion problems, but we also have a continuous slab edge angle that spans between panels and ties them together. So I am not sure what good it is to have a slip connection right below the continuous floor shelf angle.
I know not to connect panels together for shrink/expansion problems, but we also have a continuous slab edge angle that spans between panels and ties them together. So I am not sure what good it is to have a slip connection right below the continuous floor shelf angle.






RE: tilt wall connection detail
For the same reason, continuous angles should be connected to the wall some distance away from the joint.
RE: tilt wall connection detail
RE: tilt wall connection detail
I'm assuming no panel joints between beam centres.