The 2.5 m x 3.5 m rectangular spread footing placed at a depth of 1.5 m supports a vertical load of 4000 kN and a moment of 400 KN-m, as shown in Figure 2. Determine the factor of safety. against bearing capacity failure, using Meyerhof's effective area method. 4000 KN Clayey Sand y = 17.5 kN/m³ c'= 7 kN/m² $' = 30° 2.5 m 400 kN-m Figure 2 1.5 m

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.12P
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The 2.5 m x 3.5m rectangular spread footing placed at a depth of 1.5 m supports a vertical load
of 4000 kN and a moment of 400 KN-m, as shown in Figure 2. Determine the factor of safety,
against bearing capacity failure, using Meyerhof's effective area method.
4000 kN
Clayey Sand
y = 17.5 kN/m²
c'= 7 kN/m³
$' = 30°
2.5 m
400 kN-m
Figure 2
1.5 m
Transcribed Image Text:The 2.5 m x 3.5m rectangular spread footing placed at a depth of 1.5 m supports a vertical load of 4000 kN and a moment of 400 KN-m, as shown in Figure 2. Determine the factor of safety, against bearing capacity failure, using Meyerhof's effective area method. 4000 kN Clayey Sand y = 17.5 kN/m² c'= 7 kN/m³ $' = 30° 2.5 m 400 kN-m Figure 2 1.5 m
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