A 20m long steel pile with a 0.5m diameter is driven into layered clay soils as sown in the figure.a) Calculate the end bearing capacity if Nc=8b) Calculate the frictional resistance c) Calculate the allowable load if FS=3 2mw.t.Cu = 35 kN/m?Yi = 17.8 kn/m3O' = 0°LL = 55, PL = 32%3DCu = 35 kN/m?Yt = 18.0 kn/m³O' = 0°LL = 55, PL = 32B=0.22%3D6ma=0.701-0.15Cu = 45 kN/m²Yt = 18.3 kn/m3o' = 0°LL = 52, PL = 3420mB-0.27q=0.7510m2-0.18Cu = 50 kN/m²Yt = 18.5 kn/m³o' = 0°LL = 50, PL = 38B-0.32a=0.90-0.202m

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2m w.t. Cu 35 kN/m? Ye = 17.8 kn/m3 O' = 0° LL = 55, PL = 32 %3D Cu = 35 kN/m? Yi = 18.0 kn/m3 O' = 0° LL = 55, PL = 32 B=0.22 %3D 6m a=0.70 %3D 2=0.15 Cu = 45 kN/m² Yt = 18.3 kn/m3 O' = 0° LL = 52, PL = 34 20m %3D B-0.27 a-0.75 10m 2-0.18 Cu = 50 kN/m2 Yt = 18.5 kn/m3 O' = 0° LL = 50, PL = 38 B-0,32 a=0.90 =0.20 2m %3D %3D %3D

2m w.t. Cu 35 kN/m? Ye = 17.8 kn/m3 O' = 0° LL = 55, PL = 32 %3D Cu = 35 kN/m? Yi = 18.0 kn/m3 O' = 0° LL = 55, PL = 32 B=0.22 %3D 6m a=0.70 %3D 2=0.15 Cu = 45 kN/m² Yt = 18.3 kn/m3 O' = 0° LL = 52, PL = 34 20m %3D B-0.27 a-0.75 10m 2-0.18 Cu = 50 kN/m2 Yt = 18.5 kn/m3 O' = 0° LL = 50, PL = 38 B-0,32 a=0.90 =0.20 2m %3D %3D %3D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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