Two concentric springs, the central spring being 5 mm shorter than the outer spring, are to be loaded as shown. The outer spring consists of 40 turns of 15 mm diameter wire coiled on a mean diameter of 100 mm. The central spring, on the other hand, has 80 turns of 20 mm diameter wire coiled on a mean diameter of 80 mm. Use 83 GPa and 76 GPa for the shear modulus of the outer and the central springs, respectively. If the load P = 2 kN, determine the stress in the central spring and the displacement of the plate.
A force of 2 kN is acting on a circular rod with diameter 20 mm. The stress in the rod can be
σ = (20 103 N) / (π ((20 10-3 m) / 2)2)
= 127388535*2 (N/m2)
= 127*2 (MPa)
= 381(MPa)
The change of length can be calculated by:
dl = σ lo / E
= (381 106 Pa) (2 m) / (83 109 Pa)
= 0.00381 m
= 3.81 mm
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