For a column of length 'L', fixed at both ends, and flexural rigidity EI, the critical load is given by

1
\(\rm \frac{\pi^2 EI}{L^2}\)
2
\(\rm \frac{\pi^2 EI}{4L^2}\)
3
\(\rm \frac{2\pi^2 EI}{L^2}\)
4
\(\rm \frac{4\pi^2 EI}{L^2}\)

Sponsored

hivanix.in

Visit

This quiz is brought to you by hivanix.in

🌐 Web App Development

Quick Navigation