An eccentrically loaded foundation is shown in Figure P4.8. Use FS of 4 and deter- mine the maximum allowable load that the foundation can carry. Use Meyerhof's effective area method. |(Eccentricity in one direction only) e = 0.15 m Qall y = 17 kN/m³ c' = 0 o' = 36° 1.0 m %3D 1.5 m × 1.5 m Centerline Figure P4.8

An eccentrically loaded foundation is shown in Figure P4.8. Use FS of 4 and deter- mine the maximum allowable load that the foundation can carry. Use Meyerhof's effective area method. |(Eccentricity in one direction only) e = 0.15 m Qall y = 17 kN/m³ c' = 0 o' = 36° 1.0 m %3D 1.5 m × 1.5 m Centerline Figure P4.8

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

Repeat Problem 4.8 using Prakash and Saran’s method.

An eccentrically loaded foundation is shown in Figure P4.8. Use FS of 4 and deter-
mine the maximum allowable load that the foundation can carry. Use Meyerhof's
effective area method.
|(Eccentricity
in one direction
only) e = 0.15 m
Qall
y = 17 kN/m³
c' = 0
o' = 36°
1.0 m
%3D
1.5 m × 1.5 m
Centerline
Figure P4.8

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