I have recently been questioned as to our through slab repair details by a building department. They are simply going off what they have seen from other consultants details.
a) Our typical concrete through slab repair shows straight (or perpendicular to the surface) removal/repair lines.
b)...
I am curious to others approach to perform concrete repair to suspended slabs around columns (multi-storey) and maintain shear integrity (punching shear issues).
The approach in the past from our office is to remove 50mm from the column and cast the slab into that to provide a bearing condition...
