European technical assessment ETA-0 8 / 0 2 0 2
English translation prepared by CSTB
Figure A4:
Rebar connection for components stressed primarily in compression
Figure A5:
Anchoring of reinforcement to cover the enveloped line of acting tensile force in the bending
member
Note to Figure A1 to Figure A5:
In the Figures no transverse reinforcement is plotted, the transverse reinforcement as required by
EN 1992-1-1 shall be present.
The shear transfer between existing and new concrete shall be designed according to EN 1992-1-1.
Preparing of joints according to Annex B2.
Injection system Hilti HIT-HY 150 MAX
Product description
Installed condition: application examples of post-installed rebars
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Annex A2