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 parameters corresponding to member 1 are A subscript 1, L subscript 1 and E subscript 1 and the parameters for member 2 are A subscript 2, L subscript 2 and E subscript 2.

The normal stress in member (1) can be computed as:

σ1=F1A1=27,500 N800 mm2

σ1=34.4  MPa (T)

and the stress in member (2):

σ2=F2A2=-82,500 N1,600 mm2

σ2=51.6 MPa (C)