Principles Of Foundation Engineering 9e
Principles Of Foundation Engineering 9e
9th Edition
ISBN: 9781337705035
Author: Das, Braja M.
Publisher: Cengage,
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Chapter 6, Problem 6.14P

A 2 m × 3 m spread footing placed at a depth of 2 m carries a vertical load of 3000 kN and a moment of 300 kN · m, as shown in Figure P6.14. Determine the factor of safety using Meyerhof’s effective area method.

Chapter 6, Problem 6.14P, A 2 m  3 m spread footing placed at a depth of 2 m carries a vertical load of 3000 kN and a moment

Figure P6.14

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A square footing 3 m x 3 m is supporting an axial load of 650 kN. The weight of the soil is aasumed to be 17.32 kN/m^3. Compute the vertical stress increment due to this load at a depth of 1.5 m below the center of the footing using the influence coefficients method for points under uniformly loaded rectangular areas. a. 51.46 kPa b. 76.54 kPa c. 32.10 kPa d. 50.56 kPa
b) As shown in the figure below, a rectangular footing (B x L = 2m x 2.2m) is subjected to a vertical load (400 kN) and moment (100 kN-m). The eccentricity is in the direction of L. Determine the effective width B' = 9max = , and 400 kN 2.2 m Rock 1 the effective length L' 100 kN-m
6.14 A 2 mx 3 m spread footing placed at a depth of 2 m carries a vertical load of 3000 kN and a moment of 300 kN m, as shown in Figure P6.14. Determine the factor of safety using Meyerhof's effective area method. Clayey sand y = 18.5 kN/m³ c' = 5.0 kN/m² $' = 32° FIGURE P6.14 3000 KN 2 m 300 kN.m 2 m
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