Here, side of the cube,
L = 10 cm = 0.1 m
Area of each face,
A = (0.1)2 = 0.01 m2
Tangential force acting on the face,
F = 100 kg = 100 x 9.8 = 980 N
Shear modulus, η = Tangential stress/Shearing strain
Shearing strain = Tangential stress/ Shear modulus
= F/Aη = 980/0.01 x 25 x 109
= 3.92 x 10-6
Now, Lateral strain/Side of the cube = Shearing strain
Lateral strain = Shearing strain x Side of the cube
= 3.92 x 10-6 x 0.1 = 3.92 x 10-7 m
≈ 4 x 10-7 m