Sand o' = 40° c' = 0 y = 16.5 kN/m 1.5 m FIGURE 6.24 A continuous foundation with load eccentricity 2 m
Sand o' = 40° c' = 0 y = 16.5 kN/m 1.5 m FIGURE 6.24 A continuous foundation with load eccentricity 2 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A continuous foundation is shown in Figure 6.24. If the load eccentricity is 0.2 m, determine the ultimate load, Qu, per unit length of the foundation. Use Meyerhof’s effective area method.
![Sand
o' = 40°
c' = 0
y = 16.5 kN/m
1.5 m
FIGURE 6.24 A continuous foundation with load
eccentricity
2 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb87ef4c9-2379-4ac3-a41f-3a4c6bbb6b3a%2F2e2dda80-f619-4888-bc9b-cedd04a17149%2Fqyvf4eh_processed.png&w=3840&q=75)
Transcribed Image Text:Sand
o' = 40°
c' = 0
y = 16.5 kN/m
1.5 m
FIGURE 6.24 A continuous foundation with load
eccentricity
2 m
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