$((($Code this in the matlab and take screenshot use simple coding as a student$)))).$A$2-1$ Figure$-$a shown below shows a simply supported beam subjected to uniformly distributed load.

Figure $(1)$: Simply supported beam

The deflection equation for this beam can be computed as;

$y_d=\frac{wx}{24EI}(L^3-2L{x}^2+x^3)$

Where $E=$ the modulus of elasticity and $I=$ the moment of inertia.

$E=200{10}^6\frac{kN}{m^2}$ and $I=300{10}^{-6}$

Part a$)$ Find the maximum deflection in the beam.

Part b$)$ Plot deflection $y_d$ versus length of beam $x($Length on X$-$axis$)$

Hint: $x$ ranges from $0$ to $L.($use $x=0$ to $6$ with intervals of $0\mathrm{.}5$ and get the maximum value of deflection$)$

Part c$)$ Calculate the maximum shear force $V(kN)$ in the beam.

$V=\frac{wL}{2}$

Part d$)$ Find in the beam and draw the bending moment diagram with clearly pointing the maximum bending moment value on the figure.

$M=36(x)-6(x^2)$

Hint: $x$ ranges from $0$ to $L.($use $x=0$ to $6$ with intervals of $0\mathrm{.}5$ and get the maximum value of moment$).$ To draw the bending moment diagram, plot $(x,M)$

e$)$ Use subplot command to plot graphs of part b and d together

f$)$ Rearrange distance $($x$),$ deflection $($y$),$ moment $($m$),$ in three columns as appropriate using fprintf function.

A$2-2$ Using M$-$files $($script and function files$),$ execute the following statements for determining $F$ :

$F=P(1+i{)}^n$

$F=$ the future worth, $P=$ amount of money invested, $$500,000,i=$ interest rate, $0\mathrm{.}09,$

$n=$ number of years, $5$

A$2-3$ Using input and disp function, find out the value of Future worth $($F$)($use script file$)$