2. A line load of q per unit length is applied at the ground surface as shown in the Figure below with a polar system: Given q = 145kN/m, calculate stresses (or, de, Tre) at r=10 m and 0 = 30° q/unit length Pr.8)

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: The shaft is hollow (outer diameter d, = 295 mm and inner diameter d, = 250 mm) and delivers 1,700…

A: Given Data:     It is asked to draw the Mohr's Circle.

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: Calculate the maximum value of force G shown in Figure Q.2, if the diameter of each rod (1, 2 and 3)…

A:

Q: For a thin plate subjected to the surface traction shown in Figure 6-16, determine the nodal…

A: T = 1000×A = 1000×1×10=10 kips A = 1×10 = 10 in2 E = 30×106 psi = 30×103 ksi AEL…

Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-section of the beam…

A:

Q: O M J Find the Maximum Bending Stress if: M-22.1 kNm, J-13.1 mm, P-79.9 mm The position of the…

A: First, we need to convert the units of the moment (M) from kNm to Nmm for consistency with the other…

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.