Begin by considering the equilibrium of joint B, noting that members (1) and (2) are two-force members. Two equilibrium equations, Fx=0 and Fy=0, can be written for the forces acting at joint B.

The two equilibrium equations contain three unknown forces: F1, F2, and P. Three unknown forces cannot be determined from just two equations; therefore, additional information must be incorporated to solve the problem.

The figure shows a diagonal member labeled 1 and a horizontal 
member labeled fixed to a column on the right at the points A on top and C below. The diagonal member runs between 
points A and B and the horizontal member runs between the points B and C. Joint B is at a distance of 4.3 meters 
to the left of A and 5 meters below A. Joint C is at a distance of 7 meters directly below A. The load at joint B is 
labeled P and it is directed downwards.