LONG COLUMN
|
SHORT COLUMN
|
The column, whose lateral dimension is very small when compared
to its length (or height), is called as long column.
|
The column, whose lateral dimension is very large when compared
to its length (or height), is called as short column.
|
It is generally fails by buckling.
|
It generally fails by crushing.
|
Ratio of effective length to least lateral dimension is greater
than 12.
|
Ratio of effective length to least lateral dimension is less
than 12.
|
Slenderness ratio is greater than 45.
|
Slenderness ratio is less than 45.
|
As the height of column increases the load carrying capacity is
less.
|
As the height of column decreases the load carrying capacity is
more.
|
Radius of gyration is less.
|
Radius of gyration is more.
|
Load carrying capacity is less.
|
Load carrying capacity is more.
|
Long column is subjected to buckling stress
|
Short column is subjected to compressive stress.
|
Civil Engineering, Structural Engineering, Concrete Technology, Steel Structures, Strength of Materials, Steel Structures, Pre stressed Concrete, Prefabrication
Thursday, November 17, 2016
Difference between Long Columns and Short Columns
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It's easy to understand the concept and apply it...
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