Repeat Problem 6.11 using Prakash and Sarans method. Problem 6.11 An eccentrically loaded foundation is shown in

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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

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 02:32 AM

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Repeat Problem 6.11 using Prakash and Sarans method. Problem 6.11 An eccentrically loaded foundation is shown in

Question:

(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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Answer Giving the first step Frequency e015m Unit of soil weight y equals 17 kNm3 Cohesion c 0 frict...View the full answer

Principles Of Foundation Engineering

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