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For the beam shown below, the stiffness coefficient $K_{22}$ can be written as

  1. $\dfrac{6EI}{L^2} \\$
  2. $\dfrac{12EI}{L^3} \\$
  3. $\dfrac{3EI}{L} \\$
  4. $\dfrac{EI}{6L^2}$
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