Column in construction | Types of columns | History | Importance of columns
Column
Columns come in
a variety of shapes and sizes, and they are employed in many portions of
structures. A column is a vertical structural element that mostly carries
compression loads. It may carry loads to a floor or foundations from a ceiling,
floor slab, roof slab, or beam. Columns commonly have bending moments along one
or both cross-section axes. Different types of columns used in building
construction will be described in this article.
Column Types in
Building Construction Columns are classed depending on a number of factors,
including:
1.
Based on Shape
2.
Based on Construction Material
3.
Based on Types of Reinforcement
4.
Based on Types of Loading
5.
Based on Slenderness Ratio
1. Based on Shape
A.
Column, Square or Rectangular
They're commonly
employed in the construction of structures. Because of the ease of shuttering
and supporting it from collapsing owing to pressure while the concrete is still
in flowable condition, rectangular or square columns are easier to design and
cast than circular ones.
B.
Circular column
They are
particularly built columns that are typically utilised in piling and
construction elevation.
C.
L-Shape Column
L-shaped columns
are commonly used at the corners of boundary walls and have qualities
comparable to rectangular or square columns.
D.
T-Shape column
It is used in
accordance with a structure's design criteria. The T-shaped column is commonly
utilised in bridge construction.
E.
Shape of Steel Column
Steel columns
come in a variety of conventional and built-up shapes, Steel columns come in a
variety of shapes, including I, channel, equal angle, and T-shape.
2. Based on Construction Material
Based on the
Type of Construction Based on the materials used in their construction, there
are several different types of columns. Such as Reinforced Concrete, Steel,
timber, Brick, Block, and Stone Column.
3. Based on Types of Reinforcement
A.
Tied Column
Reinforced
concrete is typically used to construct this sort of column. Longitudinal
reinforcement is contained within tie reinforcement that is tightly spaced. It
is estimated that 95% of all construction columns are tethered.
B.
Spiral Column
Spiral columns
are also made of reinforced concrete. Longitudinal bars are restricted within
spiral reinforcement that is tightly spaced and continually wound in this form
of column. Spiral reinforcement prevents axial load failure by providing
lateral restraints (Poisson's effect) (ductile).
C.
Composite column
A composite
column is one that has longitudinal reinforcement in the form of structural
steel sections or pipes with or without longitudinal bars. This type of column
has a high strength to weight ratio and a short cross section, as well as
exceptional fire resistance.
4. Based on Types of Loading
A.
Axially Loaded Column
An axially
loaded column is one that has vertical axial loads acting on the centre of
gravity of the cross-section of the column. Because it is not possible to align
vertical loads on the centre of gravity of the column cross section, axially
loaded columns are uncommon in construction. This sort of column can be seen
inside multi-story buildings with symmetrical loads from floor slabs on all
sides.
B.
Column with Uniaxial Eccentric Loading
Uniaxially
eccentric loading columns occur when vertical loads do not correspond with the
centre of gravity of the column cross section, but rather act eccentrically on
the X or Y axis of the column cross section. Columns having uniaxial loading
are commonly found in edge columns, which are rigidly linked to the beam from
just one side.
C.
Column with Biaxial Eccentric Loading
The column is
called biaxially eccentric loaded when the vertical on the column does not
coincide with the centre of gravity of the column cross section and does not
act on either axis (X and Y axis). Corner columns with beams firmly joined at
right angles at the top of columns are common examples of biaxially loaded
columns.
5. Based on slenderness ratio
Using the
Slenderness Ratio as a guide Columns are classified as follows based on the
slenderness ratio (effective length/least lateral dimension):
A.
Short Column
The column is
referred to as a short column if the effective length of the column to the
least lateral dimension is less than 12. The failure of a short column is due
to crushing (pure compression failure).
B.
Long Column
A long column is
defined as one in which the effective length of the column exceeds the least
lateral dimension by a factor of 12. Bending or buckling is how a long column
fails.
History of column
Early columns
were made of stone, some of which were made from a single block. The largest
stones used in architecture are monolithic columns. Other stone columns are
made up of several stone sections that have been mortared or dry-fitted
together. Sectioned columns were cut with a central hole or dip in several
classical sites so that they could be fastened together with stone or metal
pegs. Most classical columns include entasis (a tiny outward bend in the sides)
as well as a decline in diameter throughout the column's height, with the top
being as little as 83 percent of the bottom diameter.
This reduction
simulates the parallax effects that the eye expects to see, making columns
appear taller and straighter than they are, with entasis enhancing the
illusion.
Columns have
flutes and fillets that run up the shaft. The flute is the section of the
column that has a semi-circular indentation. The section of the Ionic order
columns between each of the flutes is known as the fillet of the column. All
tapered columns' flute width changes as they progress up the shaft, while non
tapered columns' flute width remains constant. This was done to provide
aesthetic interest to the columns.
The only orders
with fillets and flutes are the Ionic and Corinthian. There are no fillets in
the Doric style, but there are flutes. The fillets on the Ionic and Corinthian
order columns link the Doric flutes to a sharp point.
Importance of column
Columns, like
beams, are used for structural reinforcement. In essence, columns are vertical
structures that carry compressive loads.
Columns support
the floor and the columns on the floors above it; the bottom floor's columns
must be large enough to carry the weight of each floor above it. They can
transfer loads from the slab and beams to the foundations and soil below.
If at all
possible, columns should be positioned similarly on all floors to provide the
most efficient support. This would increase the stability of the lowest group
of columns.
Structural
engineers must measure the weight supported by the column before choosing a
suitable design. The vertical forces extruding load values will determine the
column design, just as they do with beams. The impact of lateral forces due to
earthquakes and wind must be considered while determining the column size and
dimensions. There are two main materials utilised in modern column
construction:
·
Steel
·
The concrete
Steel columns
can be classified into three types: C-section, I-section, and hollow section.
Concrete columns
can be made in either rectangular or circular shapes.
Composite
columns constructed of steel and concrete are utilised in multi-story
structures where the loads on the columns are extremely high.
Columns and
beams have been utilised in construction since antiquity. The ancient Egyptians
realised the significance of these supports, and the modern column-beam-slab
system evolved from the first simple beams and columns.
The foundation
would eventually collapse if it did not have beams and columns to support its
weight.
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