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hree uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas n the soil profile shown in Figure 2. Determine the stress increase due to these loads at oints A and B. |10 m |10 m 10 m Plan: 10 m -10 m - 10 m - 25 m- -25 m- Profile: 9, = 100 kPa 9. = 100 kPa 9. = 100 kPa Med. derse 10 m = 2.0 Mg/m3 sand B- A %3D Psat GWT 3 m Soft clay Psat = 1.83 Mg/m³

hree uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas n the soil profile shown in Figure 2. Determine the stress increase due to these loads at oints A and B. |10 m |10 m 10 m Plan: 10 m -10 m - 10 m - 25 m- -25 m- Profile: 9, = 100 kPa 9. = 100 kPa 9. = 100 kPa Med. derse 10 m = 2.0 Mg/m3 sand B- A %3D Psat GWT 3 m Soft clay Psat = 1.83 Mg/m³

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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Exercise 2: Three uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas on the soil profile shown in Figure 2. Determine the stress increase due to these loads at Points A and B. 10 m 10 m 10 m Plan: -10m -10 m 10 m 25 m 25 m Profile: 9. = 100 kPa 9. = 100 kPa 9. = 100 kPa Med. derse AAAAAAA 10 m = 2.0 Mg/m3 +B sand sat GWT 3 m Soft clay P sat = 1.83 Mg/m3 Med. dense sand 10 m Psat = 2.0 Mg/m³ Figure 2
Transcribed Image Text:Exercise 2: Three uniformly distributed loads of 100 kPa each are applied to 10 x 10 m square areas on the soil profile shown in Figure 2. Determine the stress increase due to these loads at Points A and B. 10 m 10 m 10 m Plan: -10m -10 m 10 m 25 m 25 m Profile: 9. = 100 kPa 9. = 100 kPa 9. = 100 kPa Med. derse AAAAAAA 10 m = 2.0 Mg/m3 +B sand sat GWT 3 m Soft clay P sat = 1.83 Mg/m3 Med. dense sand 10 m Psat = 2.0 Mg/m³ Figure 2
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