Where is the construction of the unsupported end plate in the 11G101-1P95 page?
Personal understanding is that the thickness of the cantilever plate reinforcement should be banding structure, such as thickness > 150mm, raft raft out of the base, the cap width of the election, and so on. The 'unsupported board' is not very good.
The question is worth exploring
Where does 11G101-1 apply to the structure of the top of the foundation?Moreover, many of the structures applied to the foundation are also suitable for foundation, raft raft and no edge banding
