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In a particular stability analysis the wedge failure mechanism shown in the figure below has been suggested. Properties of the soil: c= 20 kN/m² and -30°, unit weight of the soil is20kN/m³. The forces acting on wedge 2 are shown in the figure. (Note: PA = 480 kN, P₂=270 kN). Determine the factor of the safety against wedge failure. 15 m

In a particular stability analysis the wedge failure mechanism shown in the figure below has been suggested. Properties of the soil: c= 20 kN/m² and -30°, unit weight of the soil is20kN/m³. The forces acting on wedge 2 are shown in the figure. (Note: PA = 480 kN, P₂=270 kN). Determine the factor of the safety against wedge failure. 15 m

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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In a particular stability analysis the wedge failure mechanism shown in the figure below has been suggested. Properties of the soil: c = 20 kN/m² and = 30°, unit weight of the soil is20kN/m³. The forces acting on wedge 2 are shown in the figure. (Note: PA = 480 KN, P,=270 kN). Determine the factor of the safety against wedge failure. 9m 3 m. с 15 m W 8=235 KN/M³ PA 30°
Transcribed Image Text:In a particular stability analysis the wedge failure mechanism shown in the figure below has been suggested. Properties of the soil: c = 20 kN/m² and = 30°, unit weight of the soil is20kN/m³. The forces acting on wedge 2 are shown in the figure. (Note: PA = 480 KN, P,=270 kN). Determine the factor of the safety against wedge failure. 9m 3 m. с 15 m W 8=235 KN/M³ PA 30°
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