Q5 Determine the shear stress at points: A, B, C, D and E in beam shown in Figure 5. Take E=30 GPa

Q: A rod having a circular cross section (radius; 0.5 in, height; 15 in) is subjected to loadings as in…

A: torque at fixed end  T=540 lb.indiameter of shaft  d=0.5 inthen shear stress at  A abd B…

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

A:

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.7 in., b= 5.4 in., d= 4.3…

A: Mz = -4.35 kip-ft

Q: The stresses acting on element A in the web of a train rail are found to be ‘75 (MPa)’ tension in…

A: Given,σx=75 Mpaσy=-90 Mpashear stressζ=40 Mpanow,we know that,principle stresses can be determined…

Q: Question #2. The rectangular plate is subjected to the deformation shown by the dashed line.…

A: The problem asks to determine the average shear strain γxy\gamma_{xy}γxy​ in the rectangular plate,…

Q: The state of stress at a point is shown on the element. Enter your answers numerically separated by…

A: Consider the figure.

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

A:

Q: Q.3) The Figure shown a beam with all dimensions. (a) Determine the bending stress at point H. 180…

A: Data given: Asked: Bending stress at point H. If the bending stress at point k is 9 MPa (T)…

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.