Determine the size of a rectangular footing required to support a vertical dead and live loads of 800 kN and 1000 kN respectively. The footing is founded on a dense coarse-grained soil with an angle of shearing resistance (4) as 32° and a saturated unit weight of 18 kN/m³. The footing is located at a depth of 1 m and the ground water level is located at 6 m below the ground surface. A factor of safety value shall be assumed as 3.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.1P: Refer to the rectangular combined footing in Figure 10.1, with Q1 = 100 kip and Q2 = 150 kip. The...
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Determine the size of a rectangular footing required to support a vertical dead and live loads
of 800 kN and 1000 kN respectively. The footing is founded on a dense coarse-grained soil
with an angle of shearing resistance (4) as 32° and a saturated unit weight of 18 kN/m³. The
footing is located at a depth of 1 m and the ground water level is located at 6 m below the
ground surface. A factor of safety value shall be assumed as 3.
Transcribed Image Text:Determine the size of a rectangular footing required to support a vertical dead and live loads of 800 kN and 1000 kN respectively. The footing is founded on a dense coarse-grained soil with an angle of shearing resistance (4) as 32° and a saturated unit weight of 18 kN/m³. The footing is located at a depth of 1 m and the ground water level is located at 6 m below the ground surface. A factor of safety value shall be assumed as 3.
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