A free-headed drilled shaft, shown in Figure 4, has an elastic modulus, Ep = 20,000 MPa. M, = 880 kN m Q = 245 kN. Sand Ysat = 19 kN/m3 O = 34° 1.2 m Figure 4 (a) Determine the ground line deflection, x.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A free-headed drilled shaft, shown in Figure 4, has an elastic modulus, Ep = 20,000 MPa.
M, = 880 kN m
Q = 245 kN,
Sand
at = 19 kN/m3
O' = 34°
1.2 m
Figure 4
(a) Determine the ground line deflection, x.
Transcribed Image Text:A free-headed drilled shaft, shown in Figure 4, has an elastic modulus, Ep = 20,000 MPa. M, = 880 kN m Q = 245 kN, Sand at = 19 kN/m3 O' = 34° 1.2 m Figure 4 (a) Determine the ground line deflection, x.
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