The following figure shows a cantilever beam with b = 305 mm containing three D-22 bars that are anchored in the column by standard 90 hooks. f. 42 MPa (normal-weight) and f=420 MPa. If the steel is stressed to f, at the face of the column, can these bars (a) be by hooks into the column? The clear cover to the side of the hook is 70 mm: The clear cover to the bar extension beyond the bend is 51 mm. The joint is enclosed by ties at 150 mm o.c.

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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.