220 mm 180 mm Screws 40 mm 40 mm 140 mm 40 mm Calculate thickness at the depth of maximum horizontal shear stress.

Q: The homogeneous bar shown below is supported by a smooth pin at C and a cable that runs from A to B…

A: Free Body Diagram of the given assembly:

Q: The $40 mm round steel shaft shown below is subjected to a bending moment of 1.6 kN-m and a torsion…

A: Steel shafts, which are often composed of carbon steel but can sometimes occasionally be constructed…

Q: For the beam and loading shown, consider section n-n and determine (a) the largest shear stress in…

A:

Q: 150 kN/m2 45kN/m2 B 45KN/m2 to 195 kN/m2 65° A to

A:

Q: Problem 1- Determine the location of the shear center for the following section and the shear stress…

A: Given data:

Q: 1–52. The bar has a cross-sectional area of 400(106) m². If it is subjected to a uniform axial…

A:

Q: For the thin-walled tubular section shown in the Figures that is applied a moment T = 4 kN * m,…

A: The strength of modern lightweight thin-walled structures is usually limited by the strength of…

Q: 100 mm 100 mm 300 mm If calculating the maximum shear stress, what is the value of Q?

A: It is required to find the value of Q in calculating the maximum shear stress.

Q: A thin – walled section shown has a thickness of 12mm. It carries a vertical shear force of 5,000N.…

A: Given data:- Vertical shear force (V) = 5000 N=5 kN Thickness of flange (t) = 12 mm

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.