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
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.11P
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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
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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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