Concept:
Euler's buckling load \(P_e = \frac{{{\pi ^2}EI_{min}}}{{{L_e^2}}}\)
where Le = effective length of a column
-
If one end of the column is fixed and the other end free Le = 2L
- If one end fixed and the other end is pinned or hinged Le = \(\frac{L}{\sqrt2}\)
- If both ends of the column are fixed Le = \(\frac{L}{2}\)
- If both ends of a column are hinged Le = L
Calculation:
Given:
For the column whose one end fixed and another end free:
Buckling load P1 = 100 N, L1 = 2L
If the free end is replaced by pinned joint L2 = \(\frac{L}{\sqrt2}\)
Since the column is the same \(P_e \propto \frac{1}{L_e^2}\)
\(\frac{P_2}{P_1} = \frac{L_1^2}{L_2^2}\)
P2 = \(100 \times\frac{4L^2}{\frac{L^2}{2}}\) = 800 N