Prob. $8\mathrm{.}3-24.$ A $3-$m$-$long W$15022$ wide$-$flange beam $AB$ is supported by two $2-m-$long rods $AC$ and $BD$ of cross$-$sectional area $A_r=300m{m}^2.$ The beam supports a uniformly distributed load $w_0=15k\frac{N}{m},$ as shown in Fig. P$8\mathrm{.}3-24.$ Determine the maximum deflection of the beam, taking into account the elongation of the two rods but neglecting the weight of the beam and the rods. Use $E=210$GPa for the rods and the beam. $($Hint: Solve first for the elongation of the rods, and then use these elongations as the boundary conditions $v(0)$ and $v(L)$ for the beam.$)$