Given :
Length of each side, L = 4 cm
Length displacement, x = 0.012 cm
η = 2.08 × 1011 dyne cm-2
(a) Shearing strain, θ = \(\frac{x}{L}\) = \(\frac{0.012}{4}\) = 0.003
(b) Using relation, η = \(\frac{F}{θA'}\)
Shearing stress = \(\frac{F}{A}\) = ηθ
= 2.08 × 1011 × 3 × 10−3
= 6.24 × 108 dyne cm-2.
(c) Shearing force, F = Shearing stress × area
= 6.24 × 108 × L2
= 6.24 × 108 × 42
= 9.984 × 109 dyne.