Problem 3 An eccentrically loaded foundation is shown in Figure 3. Use factor of safety (FOS) of 4.0, determine the maximum allowable load that the foundation can carry. Use Meyerhof's effective area method. For o' = 32°, Ne = 35.49, Ng 23.18, N,- 30.22. %3D %3D (Eccentricity in one direction only) 0.1 m Qall y = 17 kN/m c' = 0 d' = 32° 0,8 m 1.5 m X 1.5 m Centerline Figure 3

Problem 3 An eccentrically loaded foundation is shown in Figure 3. Use factor of safety (FOS) of 4.0, determine the maximum allowable load that the foundation can carry. Use Meyerhof's effective area method. For o' = 32°, Ne = 35.49, Ng 23.18, N,- 30.22. %3D %3D (Eccentricity in one direction only) 0.1 m Qall y = 17 kN/m c' = 0 d' = 32° 0,8 m 1.5 m X 1.5 m Centerline Figure 3

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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