Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses acting on horizontal and vertical planes at the point are shown. Let T = 39 MPa and o = 19 MPa. Determine the center Ocenter Of the corresponding in- plane Mohr's circle. 50 MPa O -21.56 MPa O -17.85 MPa O -10.87 MPa O -14.07 MPa O -15.50 MPa

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…

A:

Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

A:

Q: The stress on a structure is as follows. The EI of the ?-shaped part of the structural section is…

A:

Q: Determine the axial stress acting on a circular column. *

A: Axial Stress- Axial stresses are those which are responsible for bringing a change to the length of…

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

A:

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

A:

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

A:

Q: A rigid beam is supported by bar DE. If the vertical displacement of point D is to be less than 0.1…

A: Vertical displacement of point D (∆D) = 0.1 in. Determine the minimum cross sectional area of bar DE…

Q: - Change gy from 100 MPa to 139.10 MPa - Determine the equivalent state of stress on an element at…

A: Given:- To find:- Equivalent state of stress on an element oriented at 30o clockwise Concept:- The…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

A:

Q: ress at point A is ress at point Bis [ ksi. ksi.

A:

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

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.