Q$2$:

Show all your work

Use Superposition method, beams' formulas table, and$/$or direct integration method $($if needed$),$ to find the deflection and slope at point C$.E=29{10}^6$ psi.

Consider Also draw bending moment and shear force diagram

wei:

Tip: this is an indeterminate bea sect Uni beam, you need to find the reactions first and then find the slope and deflection

$L=202$

$P=1532$