A free-headed drilled shaft is shown in Figure P13.10. Let Q g = 260 kN, M g
Question:
A free-headed drilled shaft is shown in Figure P13.10. Let Qg = 260 kN, Mg = 0, γ = 17.5 kN/m3, ϕ' = 35°, c' = 0, and Ep = 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.
Transcribed Image Text:
Mg c', Cu 4', o D, = . 1.25 m %3!
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To determine the ground line deflection x0 we can use Eq 1324 which relates the ground line deflecti...View the full answer
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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