The Constructor

Stub Column: Purpose and Applications

Stub Column purpose and applications

Reading time: 1 minute

A stub column is a type of column whose length is very small and does not connect to the footing directly. So, it does not have a footing or pedestal and relies on a beam or slab to transfer loads. The stub column acts as a point load on a beam on which it rests.

The height of the stub column is very low, which is why buckling failure is rarely observed. It is constructed between different floors, footing and floors to transfer loads and improve the stiffness of the building and create symmetrical load distribution. It is a redundant compression element.

What are the Applications of Stub Columns?

Figure-1: Stub Column
Figure-2: Reinforced Concrete Stub Column Rest on a Slab

Disadvantage

A stub column increases the shear force in a beam on which it is rested, and the beam may fail in shear. So, the beam's cross-section should be increased, which may be uneconomical in certain circumstances.

FAQs

What is a stub column?

A stub column is a type of column whose length is very small and does not connect to the footing directly. So, it does not have a footing or pedestal, and hence relies on a beam or slab to transfer loads.

How does a stub column act on its support?

The stub column act as a point load on a beam on which it rests.

Why is it difficult for the stub column to fail in buckling?

The height of the stub column is very low, so buckling failure is rarely observed.

What are the common locations of a stub column in a building?

It is constructed between different floors, footing and floors to transfer loads and improve the stiffness of the building and create symmetrical load distribution.

What are the advantages of a stub column?

1. Helps transfer loads
2. Improves stiffness of a building
3. Creates geometrical symmetry in unsymmetrical floors
4. Improves the aesthetics of a building
5. Reduces deflection

What is the drawback of a stub column?

A stub column increases the shear force in a beam on which it is rested, and the beam may fail in shear. So, the beam's cross-section should be increased, which may be uneconomical in certain circumstances.

Read More

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