Question $2$: Beam Deflection Series

A beam is subject to a uniformly distributed load. If the deflection $y$ at each section of the beam is given by $y=\frac{w{x}^2}{6EI}(3L-x),$ where $w$ is the load per unit length, $E$ is the modulus of elasticity, I is the moment of inertia, $L$ is the length, and $x$ is the distance from one end, write a MATLAB for loop to calculate the deflection for $x=0$ to $L$ in $10$ equal intervals.

A$.y=$zzeros$(1,10)$; for $x=$linspace$(0,L,10),y(x)=(w^{**}{x}^2{)}^{**}\frac{3^{**}L-x}{6^{**}{E}^{**}}$; end

B$.y=$ zeros $(1,11)$; for $i=1$ :length $(y),x=(i-1{)}^{**}\frac{L}{10}$;$y(i)=(w^{**}{x}^2{)}^{**}\frac{3^{**}L-x}{6^{**}{E}^{**}\text{I}}$; end

C$.y=[]$; for $x=0$:$\frac{L}{10}$:$L,y=[y,(w^{**}{x}^2{)}^{**}\frac{3^{**}L-x}{6^{**}{E}^{**}\text{I}}]$; end

D$.$ Both B and C are correct.