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A 2 m x 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. 3000 kN 300 kN-m Clayey sand y = 18.5 kN/m3 c' = 5.0 kN/m2 d'= 32° 2 m 2 m FIGURE P6.14

A 2 m x 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. 3000 kN 300 kN-m Clayey sand y = 18.5 kN/m3 c' = 5.0 kN/m2 d'= 32° 2 m 2 m FIGURE P6.14

Structural Analysis
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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A 2 m x 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. 3000 kN 300 kN-m Clayey sand y = 18.5 kN/m3 c' = 5.0 kN/m2 d'= 32° 2 m 2 m FIGURE P6.14
Transcribed Image Text:A 2 m x 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. 3000 kN 300 kN-m Clayey sand y = 18.5 kN/m3 c' = 5.0 kN/m2 d'= 32° 2 m 2 m FIGURE P6.14
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