Answer: modulus of rigidity of the rubber used = 12.6*10⁶ Pa or 12.6 MPa
The dimension of the rubber for the cross sectional area were not provided therefore I have considered them to be as 150 mm (0.15 ) & 100 mm (0.1 mm)
Explanation: Force exerted by the rubber blocks = (1/2)*P
= 0.5 * 19 * 1000 N
= 9.5*10³ N
Shear Stress τ = (9.5*10³ N)/(0.15 m * 0.10 m)
= 6.33*10⁵ Pa
The deflection given is δ=3 mm and w= 60 mm
γ = δ/w = (3*10⁻³ m)/(0.06 m)
= 0.05
modulus of rigidity of the rubber = τ/γ = (6.33*10⁵ Pa)/(0.05)
= 12.6*10⁶ Pa or 12.6 MPa