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In: Civil Engineering

A one-way slab has been designed for a simply supported span of 4.0 m with an...

  1. 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,
  1. Applying the limiting span/effective depth ratio;
  2. Actual calculation of total deflections.

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Ally Wells answered 6 months ago
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