Q3.For the stress state shown below: 300 MPa 100 MPa 100 MPa 200 MPa -200 MPa 100 MPa 100 MPa 300 MPa (a) Plot Mohr's circle for the stress state. (b) Calculate the principal stresses and their orientation with respect to thex axis?

Q: Problem 4 : For the shown Mohr circle: a) What is the state of stress at the reference point A.…

A:

Q: A pressurized cylindrical tank with flat ends is loaded by torques T and tensile forces P (see…

A: Given, r = 141 mm t = 6.5 mm p = 7.25 MPa T = 810 Nm

Q: The channel shape cross-section and the rectangular cross-section shown in the Figure Q4 are made of…

A: two sections are given as followsh=74mmb=52mma=8mmH=74mmd=52mmfor channel section yield…

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

A:

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: 2. For the state of stress shown, determine the range of value of for which the normal stress is…

A:

Q: Part B - The internal reaction at B Assume that the axial member is in equilibrium and the applied…

A: F3=3kN F4=2 kN

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.