provide complete solution

$2.$ Determine the maximum deflection of the $17-$m double overhang beam loaded with a $\backslash (25-\backslash$mathrm$\{$kN$\}/\backslash$mathrm$\{$m$\}\backslash )$ uniformly distributed load along the entire span of the beam having a modulus of elasticity of $200$ GPa and a moment of inertia of $\backslash (500\backslash$times $106\backslash$mathrm$\{$~mm$\}\backslash ).$ The overhang length of the left side is $3$ m while the right side is $4$ m $.$ Use double integration method and conjugate beam method.