6. A square footing fails by general shear in a cohesionless soil under an ultimate load of

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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6. A square footing fails by general shear in a
cohesionless soil under an ultimate load of
1,687.5 kips. The footing is placed at a depth
of 6.5 ft below the ground level. Given o =
35°, y = 110 Ib/ft^3, ysat = 124 Ib/ft^3. 25pts
%3D
%3D
6.1. Determine the width of the footing if the
water is at a great depth.
6.2. Determine the width of the footing if the
water is at 3ft below the ground level. Round
off in one decimal place.
6.3. Determine the width of the footing if the
water is at 8ft below the ground level. Round
off in one decimal place.
Transcribed Image Text:6. A square footing fails by general shear in a cohesionless soil under an ultimate load of 1,687.5 kips. The footing is placed at a depth of 6.5 ft below the ground level. Given o = 35°, y = 110 Ib/ft^3, ysat = 124 Ib/ft^3. 25pts %3D %3D 6.1. Determine the width of the footing if the water is at a great depth. 6.2. Determine the width of the footing if the water is at 3ft below the ground level. Round off in one decimal place. 6.3. Determine the width of the footing if the water is at 8ft below the ground level. Round off in one decimal place.
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