The figure shows the free body diagram around flange B. The free body diagram cuts through members 1 and 2. The load on the flange is P which equals 110 kilo newtons directed vertically downwards. The reaction force on member 1 is F subscript 1 directed vertically upwards. The reaction force on member 2 is F subscript 2 directed vertically downwards.

Write the equilibrium equation for the sum of forces in the vertical direction.

Fy=F1-F2-P=0

From this equation, we can see that there are two unknowns (F1 and F2). We cannot solve one equation with two unknowns.

Since statics alone does not provide enough information for a solution, this type of problem is called statically indeterminate. To solve the problem, we must develop a second equation.