Practice Arches - GATE & ESE - Civil Offered by Unacademy

Arches

The stiffness K of a beam deflecting in a symmetric mode, as shown in the figure, is [2003]

$\frac{E I}{L}$

$\frac{4 \mathrm{EI}}{\mathrm{L}}$

$\frac{2 E I}{L}$

$\frac{6 \mathrm{EI}}{\mathrm{L}}$