Rigid bar ABC is supported with a pin at A and an elastic steel rod at C. The elastic rod has a diameter of 25 mm and modulus of elasticity E 5 200 GPa. The bar is subjected to a uniform load q on span AC and a point load at B. Calculate the change in length of the elastic rod. What is the vertical displacement at point B? Rigid bar A Elastic rod q = 5 kN/m 2.5 m 0.75 m c↓ C -0.75 m- |P = 10 KN B

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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.