Given:
Face area of steel plate A = 4 cm2 = 4 × 10−4 m2
Thickness of steel plate d = 0.5 cm = 0.5 × 10−2 m
Applied force on the upper surface F = 10 N
Rigidity modulus of steel = 8.4 × 1010 N m−2
Let θ be the angular displacement.
Rigidity modulus
∴ Lateral displacement of the upper surface with respect to the lower surface = θ × d
⇒ (0.297) × 10−6 × (0.5) × 10−2
⇒ 1.5 × 10−9 m
Hence, the required lateral displacement of the steel plate is 1.5 × 10−9 m.