Determine rotation at point $B({}_B)$ and vertical deflection at point $D({}_D)$ using Moment$-$Area

Method. Flexural Rigidity $)$ of the beam is constant.

Notes:

Shear deformations are neglected.

Solutions using Moment$-$Area Method will only be graded.

Results without calculations $($using formulas directly from books etc.$)$ should not be used

and will not be accepted.

P: $6$ P$2$: $42$ L$1$: $5$ L$2$: $10$