The figure shows the free body diagram of the beam. The reaction forces at C are C subscript x and C subscript y directed horizontally to the right and vertically upwards respectively. The load on the beam is 3.6 meters times w kilo newton per meter and it acts at a distance of 1.8 meters from C. The force along the support rod directed away from the point B is F subscript 1 at an angle of 35 degrees with the horizontal.

Equate the shear force acting in bolts A and B (i.e., the force F1) to the allowable bolt shear force and solve for w.
Since only the magnitude of w is desired, consider the absolute value of F1.

(-2.2595 m)(w kN/m)=56.3 kN      w=24.92 kN/m