A column foundation 1.2 ×1.6 m placed at a depth of 1.2 m. The column of 0.4 × 0.4 m is subjected to a moment in direction of least dimension of the base of 165 kN- m and to vertical load of 950 kN. The soil has a unit weight of 16.8 kN/m3, saturated unit weight of 18.8 kN/m3, cohesion of 10 kN/m2 and a friction angle of 26o. the water table located at a depth of 2.0 m. Check the stability of the foundation against B.C failure. Show all the necessary labeled sketches.
A column foundation 1.2 ×1.6 m placed at a depth of 1.2 m. The column of 0.4 × 0.4 m is subjected to a moment in direction of least dimension of the base of 165 kN- m and to vertical load of 950 kN. The soil has a unit weight of 16.8 kN/m3, saturated unit weight of 18.8 kN/m3, cohesion of 10 kN/m2 and a friction angle of 26o. the water table located at a depth of 2.0 m. Check the stability of the foundation against B.C failure. Show all the necessary labeled sketches.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A column foundation 1.2 ×1.6 m placed at a depth of 1.2 m. The column of 0.4 × 0.4 m is subjected to a moment in direction of least dimension of the base of 165 kN- m and to vertical load of 950 kN. The soil has a unit weight of 16.8 kN/m3, saturated unit weight of 18.8 kN/m3, cohesion of 10 kN/m2 and a friction angle of 26o. the water table located at a depth of 2.0 m. Check the stability of the foundation against B.C failure. Show all the necessary labeled sketches.
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