. For the plane stress situation shown in the figure, the maximum shear stress and the plane on which it acts are: 0₁ = 50 Mpa oy = 50 Mpa X oy = 50 Mpa o = 50 Mpa

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: For the state of stress shown in the below figure, normal stress acting on the plane of maximum…

A: state of stress- σx=100 MPaσy=-50 MPa Normal stress on the plane of maximum shear stress??

Q: A point in a strained material is subjected to the stresses as shown in figure. The normal stress…

A: For a pointed strained material,to find The normal stress acting on plane inclined at 30o…

Q: Problem 7.2-18 The surface of an airplane wing is subjected to plane stress with normal stresses o,…

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Q: For the shear strength versus normal stress graph in Figure 1 and the shear strength relationship,…

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Q: The stresses shown in the figure act at a point on the free surface of a machine component. If 0=31…

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Q: For the state of stress given in the illustration below, determine the normal and shear stresses on…

A: Given, Horizontal stress (compressive), σx = 7250 psi  Vertical stress (tensile), σy = -29000 psi…

Q: In order to determine the shear stress at A, using the shear stress formula, the thickness would be…

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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…

Q: A stress element is subjected to bi-axial loading as shown in figure. 30 30° www. 30⁰ What will be…

A: For a given element,To find  the maximum principal stress for the given stress element

Q: 20 20 b Where 0=30°

A: We have to determine value of sigma

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are Sy = 100 MPa and Sy…

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Q: A thin rectangular plate ABCD is deformed into a parallelogram as shown in the figure below. The…

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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.