a beam having a width of 300 mm and a depth of 600 mm carries a dead load of 24 kn/m (including its own weight) and a live load of 32 Kn/m. The clear distance between the two supports is 5m. Use 75 mm as steel covering. Use fy=400 Mpa, f’c=21 Mpa. determine: a. maximum shear experience by the beam b. location of the critical shear from the support c. ultimate critical shear occuring on the beam

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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.