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Quick practice

Question 1 of 5

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

A

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

B

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

C

\frac{2 E I}{L}

D

\frac{E I}{L}

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