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1. A rectangular footing 2.0 m by 3.0 m is built in a homogeneous bed of sand of having bulk unit weight 20 kN/m3 and saturated unit weight 21 kN/m³ with an angle of shearing resistance of (30+Y)°. The depth of the base of footing is 1.8 m below the ground surface and water table is located at a deth of 1.0m below the base of the foundation.

1. A rectangular footing 2.0 m by 3.0 m is built in a homogeneous bed of sand of having bulk unit weight 20 kN/m3 and saturated unit weight 21 kN/m³ with an angle of shearing resistance of (30+Y)°. The depth of the base of footing is 1.8 m below the ground surface and water table is located at a deth of 1.0m below the base of the foundation.

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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Note: Y = 8

1. A rectangular footing 2.0 m by 3.0 m is built in a homogeneous bed of sand of having bulk unit weight 20 kN/m3 and saturated unit weight 21 kN/m³ with an angle of shearing resistance of (30+Y)°. The depth of the base of footing is 1.8 m below the ground surface and water table is located at a deth of 1.0m below the base of the foundation.
Transcribed Image Text:1. A rectangular footing 2.0 m by 3.0 m is built in a homogeneous bed of sand of having bulk unit weight 20 kN/m3 and saturated unit weight 21 kN/m³ with an angle of shearing resistance of (30+Y)°. The depth of the base of footing is 1.8 m below the ground surface and water table is located at a deth of 1.0m below the base of the foundation.
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