2. For the given state of stress shown in figure 2. + 48 MPa Figure 2. a. Construct Mohr's circle for this plane stress. 16 MPa 60 MPa etermine the principal stresses and principal planes.

Q: The state of stress at a point in a member is shown in A 0x' = 60° σ y B on the element. Assume ox…

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Q: A bar of length 3 m is fixed at both the ends as shown in figure initial stress in bar is 30 MPa…

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Q: Mohr's circie is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: Given Data:Each grid square is 640 psiNeed to find(a) σx, σy, ζxyb σp1, σP2, ζmax-in-plane

Q: An element in biaxial stress is subjected to stresses o, = -60 MPa and oy = 18 MPa, as shown in the…

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Q: The rectangular plate is subjected to force P that causes elongation in the horizontal direction and…

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Q: Problem 1. From the given beam and loading in the figure. a. Determine the neutral axis of the beam…

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Q: Question 2 Referring to the stresses on the surfaces of an element in Figure Q.1, determine : (a)…

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Q: An element in pure shear is subjected to stresses Tgy = 3,900 psi, as shown in the figure. Consider…

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Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 80 MPa and S, =…

A: Given data in question  Normal stresses on element Angle To find out  Normal and shear stress on…

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.