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For a rock slope shown in figure belows, consider the following: i-55°, p-40.6-40. 0A-38° and 0a-42°. Calculate the factor of safety against wedge failure. A₁ Discontinuity plane A RA 0A 4₂ Line of intersection W (a) Da Discontinuity plane B Front View A W cosß W sin

For a rock slope shown in figure belows, consider the following: i-55°, p-40.6-40. 0A-38° and 0a-42°. Calculate the factor of safety against wedge failure. A₁ Discontinuity plane A RA 0A 4₂ Line of intersection W (a) Da Discontinuity plane B Front View A W cosß W sin

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For a rock slope shown in figure belows, consider the following: i-55°. B-40°.6-40°. 0A-38° and 0a-42°. Calculate the factor of safety against wedge failure. A₁ A₂ Discontinuity plane A RA 0A 4₂ Line of intersection W (a) Da W cosß Ra Discontinuity plane B Front View W W sing
Transcribed Image Text:For a rock slope shown in figure belows, consider the following: i-55°. B-40°.6-40°. 0A-38° and 0a-42°. Calculate the factor of safety against wedge failure. A₁ A₂ Discontinuity plane A RA 0A 4₂ Line of intersection W (a) Da W cosß Ra Discontinuity plane B Front View W W sing
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