If the concentrated load, P = 5 kN, the resultant stress (in MPa, in integer) experienced at point 'Q' will be

Q: Q- The minimum shear stress in a hollow shaft of outer diameter 40 mm and thickness 5 mm subjected…

A: outer diameter 40 mm  thickness 5 mm torque = 10 Nm.

Q: 4. The beam shown supports the load shown, determine max flexural stress developed and 200mm the max…

A:

Q: Q1. C The solid 100-mm-diameter steel cantilever shaft shown in Fig. 1 is subjected to an axial…

A: To determine  The state of stress at point A Principal stresses and shear stress FOS from maximum…

Q: 2. In the structure below, the vertical bar A has a modulus of elasticity of 210 GPa, a length of…

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.