The helical spring shown is axially loaded with a compression force P equa The mean diameter of the spring is 100 mm and the wire used is 10 mm as in the figure. 1. What is the shear stress at A? 2. What is the shear stress at B? 3. On diameter AB, locate the point of zero stress measured from C.

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

A: Given Mohrs circle:As each grid square is 2 ksi in size

Q: Q/Normal and shear stresses acting at the point is shown in Figure 1- Determine the principal…

A:

Q: 5 - An aluminum circular shaft, fixed at both ends, is loaded by torques applied at points B and C,…

A: Given Data  Shear modulus (G) = 85 GPa  Diameter of shaft (d) = 40mm  Length of AB (LAB) = 0.5m =…

Q: 400 Material A 300 Material B 200 Material A 100 0.002 0.004 0.006

A: Solution: B) Given Data: Tensile load=88 kNElastic modulus of material A=150 GPaElastic modulus of…

Q: 1.3 Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Determine the…

A: Determine the magnitude of the force P for which the tensile stress in rod AB has the same magnitude…

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

A:

Q: 1 - A bronze rod 3 m long with a cross sectional area of 320 mm? is placed between two rigid walls…

A: This question is related to Strength of material or solid mechanic. In this question given about…

Q: 3 ksi S ksi iven the state of stress above (ignore 70° plane): calculate the maximum she ress,…

A: To find maximum shear and principal stress

Q: The member is loaded as shown. The diameter of the member is 32 mm. 1) Calculate all internal…

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.