Problem $2.$ Assume the symmetric cross$-$section below. The flexural rigidity $($bending stiffness$)$ of

the beam is EI$.$

PLEASE CALCULATE THE DEFLECTION CURVE AS A FUNCTION FROM POINT A USING MATH AND NOT MATLAB OR PYTHON!!!!!!!

ii$.$ calculate the deflection curve as a function from Point A

$($follow the steps of textbook example $16\mathrm{.}11$ and $16\mathrm{.}11$ Matlab$).$ Suggestion: the script should

employ the matrix formulation for unsymmetrical beams so that it can bave generic applicability.

iii. plot the deflection curve of the beam