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1200 kN 400 kN Clayey SAND y = 17.5 kN/m³ 1.5 m Ysat = 18 kN/m³ %3D c' = 30 kN/m?, o' = 28° 4.5 m Figure Q2

1200 kN 400 kN Clayey SAND y = 17.5 kN/m³ 1.5 m Ysat = 18 kN/m³ %3D c' = 30 kN/m?, o' = 28° 4.5 m Figure Q2

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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2. Consider a rectangular footing 3.2 m x 4.5 m to be constructed in a uniform clayey sand to support allowable loads as shown in Figure Q2. Assuming general shear failure would take place, determine the safety factor against bearing capacity failure when the ground water table is at 1.0 m above the ground surface. Comment on the obtained result.
Transcribed Image Text:2. Consider a rectangular footing 3.2 m x 4.5 m to be constructed in a uniform clayey sand to support allowable loads as shown in Figure Q2. Assuming general shear failure would take place, determine the safety factor against bearing capacity failure when the ground water table is at 1.0 m above the ground surface. Comment on the obtained result.
1200 kN 400 kN Clayey SAND 1.5 m y = 17.5 kN/m3 Ysat = 18 kN/m3 c' = 30 kN/m?, o' = 28° 4.5 m Figure Q2
Transcribed Image Text:1200 kN 400 kN Clayey SAND 1.5 m y = 17.5 kN/m3 Ysat = 18 kN/m3 c' = 30 kN/m?, o' = 28° 4.5 m Figure Q2
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