For the state of stress shown in the following figure, if Mohr's circle is to be plotted. If the i diameter of the Mohr's circle is d and the principal stresses are p and q (magnitude es only), the values of d, p & q (in MPa units,) respectively are: 10 MPa

For the state of stress shown in the following figure, if Mohr's circle is to be plotted. If the i diameter of the Mohr's circle is d and the principal stresses are p and q (magnitude es only), the values of d, p & q (in MPa units,) respectively are: 10 MPa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

i
For the state of stress shown in the follow ing
figure, if Mohr's circle is to be plotted. If the
diameter of the Mohr's circle is d and the
principal stresses are p and q (magnitude es
only), the values of d, p & q (in MPa units)
respectively are
10 MPa
st
(2)
(a) 50, 70, 30
(c) 90,70,30
(e) 100, 40, 0
40 MPa
50 MPa
(₁)
(b) 100, 70, 30
(d) 100, 100, 30

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