Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' = 0, o' = 38°, and y = 17.5 kN/m?. The foundation is subjected to an eccentrically inclined load Given: load eccentricity e = 0.15 m, D; = 1 m, and load inclination B = 18°. Estimate the failure load Quten per unit length of the foundation a. for a partially compensated type of loading [Eq. (6.89)] b. for a reinforced type of loading [Eq. (6.90)] B°12-(D/B) Qule) = (6.89) B°\15-0.7(D/B) - = q.B[ 1 - (6.90)
Consider a continuous foundation of width B = 1.4 m on a sand deposit with c' = 0, o' = 38°, and y = 17.5 kN/m?. The foundation is subjected to an eccentrically inclined load Given: load eccentricity e = 0.15 m, D; = 1 m, and load inclination B = 18°. Estimate the failure load Quten per unit length of the foundation a. for a partially compensated type of loading [Eq. (6.89)] b. for a reinforced type of loading [Eq. (6.90)] B°12-(D/B) Qule) = (6.89) B°\15-0.7(D/B) - = q.B[ 1 - (6.90)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Consider a continuous foundation of width B = 1.4 m on a
sand deposit with c' = 0, o' = 38°, and y = 17.5 kN/m?.
The foundation is subjected to an eccentrically inclined load
Given: load eccentricity e = 0.15 m, D; =
1 m, and load inclination B = 18°. Estimate the failure load
Quten per unit length of the foundation
a. for a partially compensated type of loading [Eq. (6.89)]
b. for a reinforced type of loading [Eq. (6.90)]
B°12-(D/B)
Qule) =
(6.89)
B°\15-0.7(D/B)
-
= q.B[ 1 -
(6.90)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F12ff0364-3f18-4020-89b3-7be1bf656401%2F1e674cad-4a4c-4ff3-a883-4afa8fbc843e%2F983xz1_processed.png&w=3840&q=75)
Transcribed Image Text:Consider a continuous foundation of width B = 1.4 m on a
sand deposit with c' = 0, o' = 38°, and y = 17.5 kN/m?.
The foundation is subjected to an eccentrically inclined load
Given: load eccentricity e = 0.15 m, D; =
1 m, and load inclination B = 18°. Estimate the failure load
Quten per unit length of the foundation
a. for a partially compensated type of loading [Eq. (6.89)]
b. for a reinforced type of loading [Eq. (6.90)]
B°12-(D/B)
Qule) =
(6.89)
B°\15-0.7(D/B)
-
= q.B[ 1 -
(6.90)
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