Draw the shear force diagram for the beam with loading given in Figure $5$ to determine the shear force at point C in kN $($and enter that value below$).$ The distance between A and B is $1\mathrm{.}0,$ B and C is $1\mathrm{.}5,$ C and D is $2\mathrm{.}5,$ and D and E is $2\mathrm{.}5.$ The distributed load w has a magnitude of $3\mathrm{.}5$ kN$/$m and the point load P has a magnitude of $5\mathrm{.}5$ kN that acts at $45\backslash$deg from the horizontal.