1.

When the ground is horizontal, \(α=\frac{π}{2}\) in constant K. What will be the radial stress σr due to inclined line load at the horizontal ground surface?

A. \(σ_r=\frac{Q cos⁡θ}{r}\)
B. \(σ_r=\frac{2Q cos(θ-β)}{πr}\)
C. \(σ_r=\frac{Q sin⁡θ}{r}\)
D. \(σ_r=\frac{2Q sin⁡θ}{r}\)
Answer» C. \(σ_r=\frac{Q sin⁡θ}{r}\)


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