Q$2$

For the structure shown in Figure $2,$ determine the maximum reaction at support $B,$ the maximum shear at point $C$ and the maximum positive moment that can be developed at poir $C$ on the beam shown due to a single concentrated live load of $10\mathrm{.}0kN$ and uniform live loa of $5\mathrm{.}0k\frac{N}{m},$ acting together on the beam.