According to IS 456 : 2000, maximum slenderness ratio for a short concrete column is
A
Less than 12
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B
Between 12 and 18
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C
Between 18 and 24
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D
More than 24
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Solution
The correct option is A Less than 12 Short columns are those which fail primarily due to material failure. Short columns do have buckling effect, but of a limited value. Long (slender) columns are those which fail due to the material failure and also due to buckling.
According to IS : 456, a column may be considered as short when both slenderness ratios lexd and leyb are less than 12.