ectangular footing 1.62 x 2.18 in plan. The soil supporting the foundation has a friction angle of 28 degrees and c = 19.03 kPa. The unit weight of soil us 16.10 kN/m3 and the saturated unit weight is 21.94 kN/m3. The bottom of the foundation is at 1.23 meter below the ground and the GWT to be 0.59 meter below the bottom of the footing. Assume the the load is inclined at an angle of 21.04 degrees from the vertical. Compute for the net bearing capacity if the factor of safety is 2.62. Use Meyerhof General Bearing Capacity
ectangular footing 1.62 x 2.18 in plan. The soil supporting the foundation has a friction angle of 28 degrees and c = 19.03 kPa. The unit weight of soil us 16.10 kN/m3 and the saturated unit weight is 21.94 kN/m3. The bottom of the foundation is at 1.23 meter below the ground and the GWT to be 0.59 meter below the bottom of the footing. Assume the the load is inclined at an angle of 21.04 degrees from the vertical. Compute for the net bearing capacity if the factor of safety is 2.62. Use Meyerhof General Bearing Capacity
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 9.13P: It is proposed to place a 9 ft 9 ft foundation at 6 ft depth in a sandy soil, where the average N60...
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A rectangular footing 1.62 x 2.18 in plan. The soil supporting the foundation has a friction angle of 28 degrees and c = 19.03 kPa. The unit weight of soil us 16.10 kN/m3 and the saturated unit weight is 21.94 kN/m3. The bottom of the foundation is at 1.23 meter below the ground and the GWT to be 0.59 meter below the bottom of the footing.
Assume the the load is inclined at an angle of 21.04 degrees from the vertical. Compute for the net bearing capacity if the factor of safety is 2.62. Use Meyerhof General Bearing Capacity
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