Given the results from Question $1$ and assuming that the laminate now represents a

cantilever beam, which has a length of $2m$ and negligible width. What is the deflection of

the beam with no forces applied other than that specified in Question $1?($You can assume

that $k_y$ and $k_{xy}$ are zero.$)$

Hint: To solve this you need to use engineer's bending theory and the equation for the

deflection of a cantilever beam due to a bending moment given by:

$=\frac{M_0{L}^2}{2EI}$

$E_x=24224610511\mathrm{.}2$

$E_y=22851919930\mathrm{.}1$

$G_{xy}=146187862\mathrm{.}6$

$N_x=25000,N_y=N_{xy}=M_x=M_y=M_{xy}=0$

$\left[\begin{array}{c}{}_{x0}\end{array}\right]$

${}_{y0}$

${}_{xy0}$

${}_{x0}$

${}_{y0}$

${}_{xy0}=1{10}^{-8}\left[\begin{array}{c}0\mathrm{.}2064\end{array}\right]$

$-0\mathrm{.}0710$

$-0\mathrm{.}0147$

$-0\mathrm{.}4705$

$-0\mathrm{.}0874$

$0\mathrm{.}2594$