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A concentrated load of 1000 kN is applied at the ground surface. Compute the vertical stress at a distance of 3 m and depth of 4 m. Use Boussinesq's equation. Select one: O a. 11.23 kN/m2 O b. 27.3 kN/m2 O c. 9.8 kN/m2 O d. 57.3 kN/m2 Next page Jump to... Announcements

A concentrated load of 1000 kN is applied at the ground surface. Compute the vertical stress at a distance of 3 m and depth of 4 m. Use Boussinesq's equation. Select one: O a. 11.23 kN/m2 O b. 27.3 kN/m2 O c. 9.8 kN/m2 O d. 57.3 kN/m2 Next page Jump to... Announcements

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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ZY E sala ra CuI er:17 <> تحریر A concentrated load of 1000 kN is applied at the ground surface. Compute the vertical stress at a distance of 3 m and depth of 4 m. Use Boussinesq's equation. Select one: a. 11.23 kN/m2 b. 27.3 kN/m2 c. 9.8 kN/m2 d. 57.3 kN/m2 Next page Jump to... Announcements ►
Transcribed Image Text:ZY E sala ra CuI er:17 <> تحریر A concentrated load of 1000 kN is applied at the ground surface. Compute the vertical stress at a distance of 3 m and depth of 4 m. Use Boussinesq's equation. Select one: a. 11.23 kN/m2 b. 27.3 kN/m2 c. 9.8 kN/m2 d. 57.3 kN/m2 Next page Jump to... Announcements ►
دم السبت ۲۹ مایو اليوم <> تحرير Refer to the soil profile shown in figure below CALCULATE TOTAL STRESS (ot) AT POINT B G.W.T Sand 5m Ysat = 20. 9 Clay 4m Ysat = 17, 8 Let the point A at depth “0". point B at depth "5m", and point C at depth 9m Select one: Select one: a. 102.3 KN/M2 O b. 107 KN/M2 c. 109 KN/M2 d. 104.5 KN/M2
Transcribed Image Text:دم السبت ۲۹ مایو اليوم <> تحرير Refer to the soil profile shown in figure below CALCULATE TOTAL STRESS (ot) AT POINT B G.W.T Sand 5m Ysat = 20. 9 Clay 4m Ysat = 17, 8 Let the point A at depth “0". point B at depth "5m", and point C at depth 9m Select one: Select one: a. 102.3 KN/M2 O b. 107 KN/M2 c. 109 KN/M2 d. 104.5 KN/M2
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