Example 12.6 A square foundation is shown in Figure 12.9. Assume that the load eccentricity e 0.5 ft. Determine the ultimate load, Qut Sand y= 115 lb/ft d' = 30° c' = 0 5ft X5 ft Figure 12.9

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Example 12.6
A square foundation is shown in Figure 12.9. Assume that the load eccentricity e 0.5 ft.
Determine the ultimate load, Qut
Sand
y = 115 lb/ft
d' = 30°
5ft X5ft
c' 0
Figure 12.9
Transcribed Image Text:Example 12.6 A square foundation is shown in Figure 12.9. Assume that the load eccentricity e 0.5 ft. Determine the ultimate load, Qut Sand y = 115 lb/ft d' = 30° 5ft X5ft c' 0 Figure 12.9
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