QUESTION 5 The shear strength parameters of a soil are given as C = 4 psi and 0=250. What will be the axial stress (also called deviator stress, Ao) at failure if a triaxial compression test is performed on the same soil with a confining pressure of 10 psi? Shear Stress at failure, t (psi) 30 20 10 10 20 30 40 50 Normal Stress, o (psi) O 38 psi O 28 psi O 19 psi 14 psi
QUESTION 5 The shear strength parameters of a soil are given as C = 4 psi and 0=250. What will be the axial stress (also called deviator stress, Ao) at failure if a triaxial compression test is performed on the same soil with a confining pressure of 10 psi? Shear Stress at failure, t (psi) 30 20 10 10 20 30 40 50 Normal Stress, o (psi) O 38 psi O 28 psi O 19 psi 14 psi
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 2P
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Transcribed Image Text:P9.16. Determine all reactions and draw the shear
and moment curves for the beam in Figure P9.16. El is
constant.
w = 1 kip/ft
B
- 24'-
16'-
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