The formula for Euler's buckling load, is:
Where E is the Young's modulus of the material, I is the cross-sectional area moment of inertia of the column, and L is the length of the column.
If we keep the length and the Young's modulus constant, the ratio between the buckling load of two columns with different cross-sectional area moment of inertia (a square and a circle) will be:
Where the subindex s refers to the square and the subindex c refers to the circle.
The area moment of inertia of a square with side S is given by:
The area moment of inertia of a circle with diameter S is given by:
Notice that in this case, the side length of the square is the same as the diameter of the circle. Then:
Then:
Therefore, the Euler's buckling load of a column with square cross-section with side length 5cm will be 16/(3π) times the Euler buckling load of an equivalent column with circular cross-section and diameter 5cm.
Approximately, the Euler buckling load of a column with square cross-section will be 1.7 times that of a column with circular cross section.