
From the equilibrium equation, the force in steel rod (2) is:
The normal stress in the steel rod can now be computed:

Numeric values
Temperature change
ΔT = +20°C
Brass link (1)
L1 = 250 mm
A1 = 400 mm2
E1 = 105 GPa
α1 = 20.9 × 10-6/°C
Steel rod (2)
L2 = 250 mm
A2 = 706.86 mm2
E2 = 200 GPa
α2 = 11.7 × 10-6/°C