4. A square column foundation is to be constructed on a sandy soil layer. Knowing that: a. that the allowable load Q will be inclined at an angle at an angle of 15° with the vertical. b. The standard penetration numbers N60 obtained from the field are Depth [m] a 159 N60 2 5 4 8 1 m 6 9 8 8 10 9 Determine Q. Use FS = 2.5, and Meyerhof's equation. 1.5 m c = 5 kPa y = 17 kN/m³

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Use Meyerhof's equation

4. A square column foundation is to be constructed on a sandy soil layer. Knowing that:
a.
that the allowable load Q will be inclined at an angle at an angle of 15° with the vertical.
b. The standard penetration numbers N60
obtained from the field are
Depth [m]
a
159
N60
2
5
4
8
1 m
6
9
8
8
10
9
Determine Q. Use FS = 2.5, and Meyerhof's
equation.
1.5 m
c = 5 kPa
y = 17 kN/m³
Transcribed Image Text:4. A square column foundation is to be constructed on a sandy soil layer. Knowing that: a. that the allowable load Q will be inclined at an angle at an angle of 15° with the vertical. b. The standard penetration numbers N60 obtained from the field are Depth [m] a 159 N60 2 5 4 8 1 m 6 9 8 8 10 9 Determine Q. Use FS = 2.5, and Meyerhof's equation. 1.5 m c = 5 kPa y = 17 kN/m³
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