footing is loaded as shown in figure 2. Compute contact pressure and soil pressure diagram.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.10P
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A footing is loaded as shown in figure 2. Compute contact pressure and soil pressure diagram.

H = 20 kips
4 ft
X
P = 50 kips
W
8 ft
y
M = 60 ft-kips
WY
W = Weight of Footing and Surcharge = 20 kips
Figure 2
x 6 ft
D₁
Figure 3
Unit weight = 7
Transcribed Image Text:H = 20 kips 4 ft X P = 50 kips W 8 ft y M = 60 ft-kips WY W = Weight of Footing and Surcharge = 20 kips Figure 2 x 6 ft D₁ Figure 3 Unit weight = 7
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