Given a 16x9m rectangular slab arrangement with columns at a 4m grid in the long direction by 3m   grid in the short, determine the moments to be used for design at the supports and midspans of all   slabs and design the corresponding reinforcement. Assume that the total slab thickness is 150mm,   the weight of finishes is 280 kgs/m and imposed load is 450 kgs/m. Also given: f=500 N/mm²,   fa =30 N/mm², cover 30 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.