From Problem $4-24$: Use the principle of superposition and the beam tables in Appendix B to find the reaction forces, the deflection equation $(y(x),M_{\text{m}\text{a}\text{x}}$ and $Y_{\text{m}\text{a}\text{x}}($You can plot $M(x)$ and $y(x)$ in $M$ attab to find the max, if $y$ ould fike. Pleaseturmint the plots and code ifyou use Mattab.$)$

Use the values in Row b from Table P$4-2$: $I=0\mathrm{.}7m,a=0\mathrm{.}2m,b=0\mathrm{.}4m,w=80\frac{N}{m},F=850N,l=1\mathrm{.}7{10}^{-8}{m}^4,$ and use $E-207$ GPa,

Note that there is a typo in the beam tables; for a distributed load on a cantilever, the moment equation should be

$($:$M(x)=-M_1+R_{1}x-\frac{w}{2}(x-a$:${)}^2\}$