Question 3: For the same foundation as Problem 2, find the change in stress at a depth of 10 meters at location B in the figure. The mat foundation will support 10,800 kN evenly distributed across the area. Answer Question 3
Question 3: For the same foundation as Problem 2, find the change in stress at a depth of 10 meters at location B in the figure. The mat foundation will support 10,800 kN evenly distributed across the area. Answer Question 3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question 3:
For the same foundation as Problem 2, find the change in stress at a depth of 10 meters at location B in the figure. The mat foundation will support 10,800 kN evenly distributed across the area.
Answer Question 3
![Question 2:
For the mat foundation below, find the change in stress for a location 8 meters below the center of the
foundation (Point A). The mat foundation will support 10,800 kN evenly distributed across the area.
A
6 m
12 m
6 m
6 m
B
Question 3:
For the same foundation as Problem 2, find the change in stress at a depth of 10 meters at location B in the
figure.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F07e0a69f-4c40-45d4-9f34-f3586acc8e53%2Ff3af18a1-5a17-4cfa-aeb7-0a9540eef0e6%2Fdes1i2_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 2:
For the mat foundation below, find the change in stress for a location 8 meters below the center of the
foundation (Point A). The mat foundation will support 10,800 kN evenly distributed across the area.
A
6 m
12 m
6 m
6 m
B
Question 3:
For the same foundation as Problem 2, find the change in stress at a depth of 10 meters at location B in the
figure.
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Step 1: Introduce the problem statement
VIEWStep 2: Determine stress on footing
VIEWStep 3: State Newmark's equation
VIEWStep 4: Determine change in stress due at B for 'PVBR'
VIEWStep 5: Determine change in stress due at B for 'SVBU'
VIEWStep 6: Determine change in stress due at B for 'QWBR'
VIEWStep 7: Determine change in stress due at B for 'WBUT'
VIEWStep 8: Compute stress at B
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