Topic: Strength of Materials
Euler's critical buckling load for a column fixed at both ends is
- A. 2*pi²*EI / L²
- B. pi²*EI / 2L^2
- C. 4*pi²*EI / L²
- D. 4*pi²*EI / 4L^2
Answer: C. 4*pi²*EI / L²
Explanation: When both ends are fixed, the effective length Le = L/2. Euler's load Pe = pi²*EI / Le² = 4*pi²*EI / L².