KC is right - chopping out one flange of the floor beams in the centre is not one bit the same as putting a hole in the shear web. If you intend to laminate the metal tongue in place, so that both top and bottom flanges are continuous and the shear webs are laminated onto the tongue, then I agree that the tongue tube will provide as much strength to the floor beams as is needed.
On basic structural principles, shear webs are there to connect the top and bottom flanges and to carry the shear force, hence its name. They are not an addition to the top and bottom flanges - without the shear web connecting the top and bottom flange, there is no beam and no strength.