How do you connect a new reinf.concrete beam (example, size b= 400mm, d =1400nn) having a clear span= 8000mm to an existing RC wall or RC column? this is a huge beam. Assumed that the existing columns and rc walls were checked to be rigid enough for this added load.
Am thinking drilling dowels to existing rc structures (columns or walls) is an option. Is following the lockset manufacturer's recommended depth per rebar diameter is good enough, (?) irregardless of the heavy superimposed loads and deadweight of the beam itself? is this a good practice of connection details, considering the old and new concrete poor bonding? is there any alternative? is the integrity of this depend on shear forces? any formulae or calculations how we could check it or prove it is viable?
i appreciate your opinion.
JORGE