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A bearing wall for a building is to be located close to a slope. The soil has a unit weight of 15.02 kN/m3 with a cohesion of 53.09 kPa. Angle of friction is zero. The footing is a horizontal distance of 0.61 m from the slope. The footing has its bottom at a depth of 1.22 m below the ground surface. Width of the continuous is 1.22 m. Use Nca = 4.8 and H = 6.18 Calculate the slope stability factor.

A bearing wall for a building is to be located close to a slope. The soil has a unit weight of 15.02 kN/m3 with a cohesion of 53.09 kPa. Angle of friction is zero. The footing is a horizontal distance of 0.61 m from the slope. The footing has its bottom at a depth of 1.22 m below the ground surface. Width of the continuous is 1.22 m. Use Nca = 4.8 and H = 6.18 Calculate the slope stability factor.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Note: Do not round off at course of your solution. Round off only in the final asnwer (Use 4 decimal places in you final answer)
A bearing wall for a building is to be located close to a slope. The soil has a unit weight of 15.02 kN/m3 with a cohesion of 53.09 kPa. Angle of friction is zero. The footing is a horizontal distance of 0.61 m from the slope. The footing has its bottom at a depth of 1.22 m below the ground surface. Width of the continuous is 1.22 m. Use N. = 4.8 and H = 6.18 Calculate the slope stability factor.
Transcribed Image Text:A bearing wall for a building is to be located close to a slope. The soil has a unit weight of 15.02 kN/m3 with a cohesion of 53.09 kPa. Angle of friction is zero. The footing is a horizontal distance of 0.61 m from the slope. The footing has its bottom at a depth of 1.22 m below the ground surface. Width of the continuous is 1.22 m. Use N. = 4.8 and H = 6.18 Calculate the slope stability factor.
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