Problem 9 A wood pile driven into the earth supports a load P=400 KN entirely by friction along its sides (see figure). The friction force f per unit length of pile is assumed to be distributed over the surface of the pile. The pile has length L=2m, cross sectional area A=1500 square mm, and modulus of elasticity E=30000 MPa. Include free body diagrams to illustrate derivations. Determine the deformation of the pile. See pile in figure 09. * Soil Figure 09 7 mm 9 mm 11 mm 13 mm << < <

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 9
A wood pile driven into the earth supports a load P=400 KN entirely by friction along its sides (see
figure). The friction force f per unit length of pile is assumed to be distributed over the surface of
the pile. The pile has length L=2m, cross sectional area A=1500 square mm, and modulus of
elasticity E=30000 MPa. Include free body diagrams to illustrate derivations. Determine the
deformation of the pile. See pile in figure 09. *
Soil
Figure 09
7 mm
9 mm
11 mm
13 mm
K < <-<
Transcribed Image Text:Problem 9 A wood pile driven into the earth supports a load P=400 KN entirely by friction along its sides (see figure). The friction force f per unit length of pile is assumed to be distributed over the surface of the pile. The pile has length L=2m, cross sectional area A=1500 square mm, and modulus of elasticity E=30000 MPa. Include free body diagrams to illustrate derivations. Determine the deformation of the pile. See pile in figure 09. * Soil Figure 09 7 mm 9 mm 11 mm 13 mm K < <-<
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