Well one is to find the deflection at 3m from the left end of a 6 m beam, which is therefore the midpoint.
There is a downward point load of 85 kN at 2 m from the left end and moment of 100 kN-m at 4 from the left end.
Do you know the convention on moment? The 100 kN-m moment will raise the portion of the beam on the left side, will lowering the portion of the beam on the right side, of the moment.
Do you have examples from your textbook?