Hello
I think there's a better way to solve this.
Try to apply PFS (principe fondamental de la statique
) fundamental principle of static
at node A
Evaluate each force in the bars (parametric function of F)
Evaluate the sum of the traction energy of the three bars (N²*L)/(2*S*E)
Apply Castigliano theorem : dérivative of the sum of the energy by the external force F equal displacement. (little displacements)
Knowing displacement you will find F.
Didier