Design of Post Installed Rebar in Moment Resisting Connections under the European Framework

End Anchorage Design with Technical Report TR069

Moment resisting reinforced concrete connections must be designed and executed as lap splicing. This, however is not feasible in many cases where advance planning is required. The Technical Report TR 069, published in 2019 allows for the design of post installed moment-resisting reinforced concrete connections without using a splice configuration. Join us in this webinar to understand more regarding this revolution.