The diagram you uploaded represents a beam with multiple loads. Let me summarize the details:

1. Beam supports:

   • Support at point $A$ is a pin (hinged) support.
   • Support at point $B$ is a roller support.

2. Loads applied on the beam:

   • A point load of 60 kN is applied 1 m from the left support $A$.
   • A uniformly distributed load (UDL) of 30 kN/m extends over a 6-meter section from 3 m to 9 m of the beam.
   • A moment of 120 kN·m is applied at the far-right end, 12 m from point $A$.

3. Beam segments:

   • The total length of the beam is 12 meters, divided as follows:
     • 1 m from $A$ to the first load.
     • 2 m to the start of the UDL at point $C$.
     • 6 m length of UDL.
     • 2 m to point $B$.
     • 1 m from $B$ to the moment.

Next Steps for Analysis:

1. Calculate reactions at the supports:

   • Since the beam has both vertical loads and a moment, we can use static equilibrium conditions to solve for reactions at supports $A$ and $B$.
   • The three equations of equilibrium are:
     • $\Sigma F_y = 0$ (Sum of vertical forces)
     • $\Sigma M_A = 0$ (Sum of moments about point $A$)
     • $\Sigma M_B = 0$ (Sum of moments about point $B$)

2. Determine shear forces and bending moments:

   • Once reactions are known, shear force and bending moment diagrams can be created.

Shall we proceed with the calculation of the reactions at the supports?