The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on horizontal and vertical planes at the point are Sx = 28 MPa, Sy = 28 MPa, and Sxy = 37 MPa. Assume β=tan−1(ba)=21.8∘β=tan-1(ba)=21.8∘, a = 5, and b = 2. Using the equilibrium equation approach, determine the normal and shear stresses σσ (positive if tensile, negative if compressive) and ττ (magnitude only) at this point on the inclined plane shown.

Q: a) b) QUESTION/ The stress state at a point on the free surface of a body is defined as shown below.…

A: from the above diagram;

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M). q =…

A: answer and diagrams are provided on the picture uploaded.Explanation:

Q: The stresses shown act at a point in a stressed body. Normal and shear stress magnitudes acting on…

A:

Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

A: The given data is shown below: Sx=12.4 ksiSy=3.5 ksiSxy=3.6 ksiβ=29°

Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

A: Using transformation equation

Q: Short problems: 1.1 Torsional stresses: without doing any calculation, sketch the shear stress…

A: Step 1: to calculate shear stress distribution. Use the equation tau equals T times r divided by J ,…

Q: 2. The state of plane stress at a point is represented on the element shown in the figure below. (a)…

A:

Q: The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx = 18 MPa, S, =…

A:

Q: he stresses shown act at a point on the free surface of a machine component. Normal and shear stress…

A: In design of structural member the body should remain in equilibrium not only with respect to…

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 2000 psi, Sy =…

A:

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.