A one-way slab has been designed for a simply supported span of
4.0 m with an overall depth of 170 mm and clear cover of 20 mm,
using M 20 concrete and Fe 415 steel. The dead loads are taken as
5.0 kN/m2 and the live loads as 2.0 kN/m2.
The longitudinal bars are designed as 10 mm φ @ 150 c/c. Verify the
adequacy of the thickness provided,
Applying the limiting span/effective depth ratio;
Actual calculation of total deflections.