A circular pile, 16 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.3 m. The standard penetration resistance near the vicinity of the pile is 17. Use FS = 2 and Briaud & Tucker method. %3! Point force, Qp = kN !! Skin friction force, Qs = kN Ultimate bearing force, Qu = kN Allowable bearing force, Qa = kN

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please round to the nearest Hundredth (i.e., 0.01). No Comma!
A circular pile, 16 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.3 m. The standard
penetration resistance near the vicinity of the pile is 17. Use FS = 2 and Briaud & Tucker method.
Point force, Qp =
kN
Skin friction force, Qs =
kN
Ultimate bearing force, Qu =
kN
Allowable bearing force, Qa =
kN
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Transcribed Image Text:Please round to the nearest Hundredth (i.e., 0.01). No Comma! A circular pile, 16 m long is driven into a homogeneous sand layer. The pile's width (diameter) is 0.3 m. The standard penetration resistance near the vicinity of the pile is 17. Use FS = 2 and Briaud & Tucker method. Point force, Qp = kN Skin friction force, Qs = kN Ultimate bearing force, Qu = kN Allowable bearing force, Qa = kN Next page MacBook Air >> 20 F3 F8 F9 F5 F1 F2 @ #3 2$ & 2 3 4 6 7 8. W E R T Y S D F つ ンの
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