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.

The relationship between the internal force in an axial member and its deformation can be expressed as:

δ=FLAE

where
δ = deformation,
F = internal force,
L = member length,
A = cross-sectional area, and
E = elastic modulus.