Consider a circular beam 8 m long and 600 mm in diameter subjected to uniformly distributed load of 30 kN/m as shown in figure. 30 kN/m mm 150 mm 2m m A Bending stress developed at P will be 4.24 MPa. For analysis of point 'P' which is at AA' section, which of the following statements is/are correct? B Direct shear stress developed at P will be 0.21 MPa. C Maximum shear stress developed at P will be 4.26 MPa. OI D Maximum shear stress developed at P will be 2.13 MPa. 600 mm

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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.