9. In the figure shows a plan view of footing that applies a uniform load of 300kPa on a horizontal ground surface. Calculate the vertical stress component in kPa at point A at a depth of 2m. 7.0 m 2.0 m A. 6.0 m 3.0 m (a) Fig P-97D B. 182 A. 178 C. 190 D. 186
9. In the figure shows a plan view of footing that applies a uniform load of 300kPa on a horizontal ground surface. Calculate the vertical stress component in kPa at point A at a depth of 2m. 7.0 m 2.0 m A. 6.0 m 3.0 m (a) Fig P-97D B. 182 A. 178 C. 190 D. 186
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![9. In the figure shows a plan view of footing that applies a uniform load of 300kPa on a horizontal ground surface.
Calculate the vertical stress component in kPa at point A at a depth of 2m.
7.0 m
2.0 m
A
6.0 m
3.0 m
(a)
Fig P-97D
A. 178
B. 182
C. 190
D. 186](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0d4f6868-9f9e-4471-a3d0-7a3d27644c2c%2F39d740f1-9ee9-4414-a27e-1ffa8161f628%2F6t52tbd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9. In the figure shows a plan view of footing that applies a uniform load of 300kPa on a horizontal ground surface.
Calculate the vertical stress component in kPa at point A at a depth of 2m.
7.0 m
2.0 m
A
6.0 m
3.0 m
(a)
Fig P-97D
A. 178
B. 182
C. 190
D. 186
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