Correct Answer - Option 1 : 93.186 cm
Concept:
Radius of Relative Stiffness:
In Westergard’s equations, the distance from the centre of the slab to the point of contra flexure is equal to the radius of relative stiffness for the interior loading condition.
It can be expressed as = \(l = \left \{ \dfrac{Eh^3}{12k(1-μ^2)} \right \}^{\frac{1}{4}}\)
E = Modulus of elasticity of cement concrete
h = Slab thickness
k = modulus of subgrade reaction
μ = Poisson's ratio
Calculation:
Given:
Grade of concrete = M40
∴ Modulus of elasticity of concrete = \(5000\sqrt f_{ck}\)
= 5000 × \(\sqrt{40}\) = 31622.8 MPa = 31622.8 N/mm2
= 316228 kg/cm3
h = 28 cm, k = 8 kg/cm3 , μ = 0.15
So, \(l = \left \{ \dfrac{316228\times 28^3}{12\times 8(1-0.15^2)} \right \}^{\frac{1}{4}}\)
l = 92.7 cm
Option 1 is the nearest, hence answer = 93.186 cm