A distributed load and a concentrated load act on a simple reinforced concrete beam with an overhang.

Draw the shear diagram for the beam. Indicate the value of maximum shear $($kip$).$

Draw the bending moment diagram for the beam $($on the compression side, like we normally do$).$ Indicate the values of maximum positive and maximum negative bending moment $($kip$-$ft$).$

Draw the bending moment diagram for the beam on the tension side.

Sketch the beam profile with approximate locations of longitudinal reinforcing steel.