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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. | \(σ_r=\frac{Q cosθ}{r}\) |
B. | \(σ_r=\frac{2Q cos(θ-β)}{πr}\) |
C. | \(σ_r=\frac{Q sinθ}{r}\) |
D. | \(σ_r=\frac{2Q sinθ}{r}\) |
Answer» C. \(σ_r=\frac{Q sinθ}{r}\) | |