Modulus of rigidity (μ) =ShearStrain(γ)ShearStress(τ)
T=AreaForce=14×10−420=1.4286×104
γ=lΔx
Where Δx= Sheer displacement
l= length
μ is given a 3.00MN/m2=3×106N/m2
From μ=γτ
3×106=γ1.4286×103
⟹γ=3×1061.4286×104=4.760×10−3
∴lΔx=4.760×10−4
But l=5×10−3m
Δx=4.760×10−3×5×10−3
=2.38×10−5m
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