A free-headed drilled shaft is shown in Figure P13.10. Let Q g = 260 kN, M g

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A free-headed drilled shaft is shown in Figure P13.10. Let Q_g = 260 kN, M_g = 0, γ = 17.5 kN/m³, ϕ' = 35°, c' = 0, and E_p = 22 × 10⁶ kN/m². Determine

a. The ground line deflection, xo

b. The maximum bending moment in the drilled shaft

c. The maximum tensile stress in the shaft

d. The minimum penetration of the shaft needed for this analysis

Figure P13.10.

Mg c', Cu 4', o D, = . 1.25 m %3!

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 03:21 AM

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A free-headed drilled shaft is shown in Figure P13.10. Let Q g = 260 kN, M g

Question:

Mg c', Cu 4', o D, = . 1.25 m %3!

Step by Step Answer:

To determine the ground line deflection x0 we can use Eq 1324 which relates the ground line deflecti...View the full answer

Principles Of Foundation Engineering

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