Concrete Shear Angle
Concrete Shear Angle
(OP)
We currently have a project which requires framing new concrete grade beams into existing foundation piers. I am thinking about using a structural steel angle connected to the existing concrete pier with Hilte's Adhesive Anchor System to transfer the shear from the pier to the grade beam. Has anyone used this method?






RE: Concrete Shear Angle
RE: Concrete Shear Angle
Wouldn't the interface at least need to be roughened to use shear friction? In other words, I have never just used rebar to transfer shear, but in combination with a rough surface.
RE: Concrete Shear Angle
RE: Concrete Shear Angle
RE: Concrete Shear Angle