1. Shearing strain
= \(\frac {Δl}{l} \) = \(\frac {0.012 cm}{3cm}\)
= 0.004
2. Shearing stress
= Shearing strain × Shear modulus
Shearing stress = 0.004 × 2.1 × 1010Nm-1
= 8.4 × 107Nm-2
3. Shearing stress = \(\frac{S.Force}{Ares}\)
Shearing force = Shearing stress × Area
= 8.4 × 107 × (3 × 10-1)2
= 7.56 × 104 N
= 75.6 KN.