Single-storey Column

This may be a good option when we can afford not having corbels in columns.

Category
Columns
Usual Applications
All kinds of buildings. Ideal when corbels are not compatible with aesthetics or facilities.
EP Code Convention
P1-
Advantages
Does not have corbels.
Continuity of negative reinforcement of beams is easy.
To consider
  • The large number of connections (at every level) is more costly than in multi-storey columns.
  • May be replaced by cast-in-the-job columns if cost issues are relevant.