1. A tubular beam with circular cross section has an outer diameter do 300 mm and wall thickness t = 10 mm as shown. The beam is subjected to a vertical shear force V = 200 kN at this section. The shear stress formula is T=VQ/(It). (a) Determine the maximum shear stress and its location. (b) Check whether the stress resultant equals the vertical shear force. Hint: Firstly determine the location of zero shear stress. 0 1=10mm do = 300 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.