1.

For a 3D truss element, transformation matrix L between local and global co-ordinates is given by ___

A. \( \begin{bmatrix}l &0&0 \\ 0&m&0\\0&0&n\end{bmatrix}\)
B. \( \begin{bmatrix}l &m&n \end{bmatrix}\)
C. \( \begin{bmatrix}l&0&n \\ 0&m&0 \end{bmatrix}\)
D. \( \begin{bmatrix}l&m&n&0&0&0\\ 0&0&0&l&m&n\end{bmatrix}\)
Answer» E.


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