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the question is to find the buckling of column by euler\'s method.

And the formula is ,

F = n ² E I / L²

where

F = allowable load (lb, N)

n = factor accounting for the end conditions

E = modulus of elastisity (lb/in², Pa (N/m²))

L = length of column (in, m)

I = Moment of inertia (in⁴, m⁴)

here F = 24,000, L = 10, you can put modulus of elasticity and moment of inertia in the above formula, you will get buckling of column.