Answered: Qudei) Quhei) B B (b) (a) Figure 4.31…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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, D_f = 1 m, and load inclination β = 18°. Estimate the failure load Q_u(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

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