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10 m 105° 13.13 m 0.6 m 3 2.09 m 2.09 m 2 2.84 m 2.09 m 6.12 m 5 8.21 m 2.09 m 9.55 m Clay -19 kN/m³ 6-0 2.09 m c-c-70 kN/m² 7 2.69 m 2.69 m 7.16 m 4.33 m 2.09 m 0.9 m 1.19 m

10 m 105° 13.13 m 0.6 m 3 2.09 m 2.09 m 2 2.84 m 2.09 m 6.12 m 5 8.21 m 2.09 m 9.55 m Clay -19 kN/m³ 6-0 2.09 m c-c-70 kN/m² 7 2.69 m 2.69 m 7.16 m 4.33 m 2.09 m 0.9 m 1.19 m

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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The following figure shows an inclined ground section with a depth of H-10 meters in clay sell if the density of the clay is (19) and the value of the sol cohesion resistance in (20), and the length of the circle section 1 315 m. What is required is to find the factor of salety (FS) against slipping on the surface. The circle whose length is 2  151 meter) and around the point (0) using the show method, nuing that the term of wach alice ara as shown in the figure Date: Das a tablete arel make the new cli

10 m 105° 13.13 m 0.6 m 3 2.09 m 2.09 m 2 2.84 m 2.09 m 6.12 m 5 8.21 m 2.09 m 9.55 m Clay -19 kN/m³ 6-0 2.09 m c-c-70 kN/m² 7 2.69 m 2.69 m 7.16 m 4.33 m 2.09 m 0.9 m 1.19 m
Transcribed Image Text:10 m 105° 13.13 m 0.6 m 3 2.09 m 2.09 m 2 2.84 m 2.09 m 6.12 m 5 8.21 m 2.09 m 9.55 m Clay -19 kN/m³ 6-0 2.09 m c-c-70 kN/m² 7 2.69 m 2.69 m 7.16 m 4.33 m 2.09 m 0.9 m 1.19 m
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