I'm design concrete corbels that will be connected to an existing concrete columns. I plan to post install horizontal rebar into the existing column to resolve vertical shear and horizontal tensile loading. Is the Concrete to Concrete Structural Joint option the correct method for design the post installed reinforcing for concrete corbels?
Are there any Hilti Profis webinars available that would be helpful for better understanding the Concrete to Concrete option?
Hi Wade,
An overview of the PROFIS Concrete to Concrete Module, as well as differences between available connection types, can be found here. For an overview of design options and installation requirements, refer to the Post Installed Reinforcing Bar Guide here. Webinars that may be applicable for further information include Shear Friction Design For Post-Installed Reinforcement, Post-Installed Rebar Design For Structural Joists, and Designing Post-Installed Reinforcement For Structural Extensions.
Regards,
Katelyn