Qudei) Quhei) B B (b) (a) Figure 4.31 Continuous foundation subjected to eccentrically inclined load: (a) partially compensated case and (b) reinforced case Qulei) = 9„B[ 1 - B°2-(D/B) 1 B
Qudei) Quhei) B B (b) (a) Figure 4.31 Continuous foundation subjected to eccentrically inclined load: (a) partially compensated case and (b) reinforced case Qulei) = 9„B[ 1 - B°2-(D/B) 1 B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' = 0, Φ' = 38° and γ = 17.5 kN/m3. The foundation is subjected to an eccentrically inclined load (see Figure 4.31). Given: load eccentricity e = 0.15 m, Df = 1 m, and load inclination β = 18°. Estimate the failure load Qu(ei) per unit length of the foundation a. for a partially compensated type of loading [Eq. (4.85)]
b. for a reinforced type of loading [Eq. (4.86)]
![Qudei)
Quhei)
B
B
(b)
(a)
Figure 4.31 Continuous foundation subjected to eccentrically inclined load:
(a) partially compensated case and (b) reinforced case](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbdf729db-2ac3-4116-ac03-cde19a5846cd%2F137f5368-417c-4a49-9bae-f06735bf5281%2Fny0upgb_processed.png&w=3840&q=75)
Transcribed Image Text:Qudei)
Quhei)
B
B
(b)
(a)
Figure 4.31 Continuous foundation subjected to eccentrically inclined load:
(a) partially compensated case and (b) reinforced case
![Qulei) = 9„B[ 1 -
B°2-(D/B)
1
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbdf729db-2ac3-4116-ac03-cde19a5846cd%2F137f5368-417c-4a49-9bae-f06735bf5281%2F7zrxzt_processed.png&w=3840&q=75)
Transcribed Image Text:Qulei) = 9„B[ 1 -
B°2-(D/B)
1
B
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