Question: Repeat Problem 6.11 using Prakash and Sarans method. Problem 6.11 An eccentrically loaded foundation is shown in Figure P6.11. Use FS of 4 and determine

Repeat Problem 6.11 using Prakash and Saran’s method.

Problem 6.11

An eccentrically loaded foundation is shown in Figure P6.11. Use FS of 4 and determine the maximum allowable load that the foundation can carry. Use Meyerhof’s effective area method.

Figure P6.11.

(Eccentricity in one direction only) Y = 17 kN/m c' = 0 o'= 36° e = 0.15 m %3D 1.0 m 1.5 m x 1.5 m Centerline

(Eccentricity in one direction only) Y = 17 kN/m c' = 0 o'= 36 e = 0.15 m %3D 1.0 m 1.5 m x 1.5 m Centerline

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