Write the element stiffness matrix for a beam element.
(a) K=\(\frac{2EI}{l}\)
(b) K=\(\frac{2EI}{l}\begin{bmatrix}2 & 1 \\ 1 & 2 \end{bmatrix}\)
(c) K=\(\frac{2E}{l}\begin{bmatrix}2 \\ 1 \end{bmatrix}\)
(d) K=\(\frac{2E}{l}\begin{bmatrix}1 & 1 \\ 1 & 1 \end{bmatrix}\)
I got this question in homework.
My query is from One Dimensional Problems topic in chapter One Dimensional Problems of Finite Element Method