Correct option is (d) θ^e=EeAeε0\(\begin{Bmatrix}-l \\ -m \\l\\m\end{Bmatrix}\)
To explain I would say: In a truss, temperature effect is arised then thermal stress problem is considered here. Since the element is simply a one dimensional element when viewed in local co-ordinate system, the element temperature load in the local co-ordinate system.