Right answer is (a) \(σ_z=\frac{q}{π}(θ+sinθ)\)
To elaborate: The vertical pressure due to elementary line load is given by,
\(∆σ_z=\frac{2q’}{πz}\frac{1}{[1+(\frac{0}{z})^2 ]^2} \)
When θ is the angle subtended by the edges of the strip load, the Boussinesq’s vertical pressure σz due to strip load is given by \(σ_z=\frac{q}{π}(θ+sinθ).\)