Right option is (b) 7.45 kN/m^2
The best explanation: Given,
Load q=80 kN/m^2
Size of rectangle=2m*4m
Depth z=5m
Therefore m=2/5=0.4
n=4/5=0.8
∴ the vertical stress at the corner of rectangle is given by,
\(σ_z=\frac{q}{4π}\left[\frac{2mn\sqrt{(m^2+n^2+1)}}{m^2+n^2+m^2 n^2+1}* \frac{m^2+n^2+2}{m^2+n^2+1}+tan^{-1}\frac{2mn\sqrt{(m^2+n^2+1)}}{m^2+n^2+m^2 n^2+1} \right] \)
∴ \(σ_z=\frac{80}{4π}\left[\frac{2*0.4*0.8\sqrt{(0.4^2+0.8^2+1)}}{0.4^2+0.8^2+0.4^2 0.8^2+1}* \frac{0.4^2+0.8^2+2}{0.4^2+0.8^2+1}+tan^{-1}\frac{2*0.4*0.8\sqrt{(0.4^2+0.8^2+1)}}{0.4^2+0.8^2-0.4^2 0.8^2+1} \right] \)
∴ σz=7.45 kN/m^2.