Worked Examples To Eurocode 2 Volume 2 File

A rectangular slab with a span of 4 meters and a thickness of 0.2 meters is subjected to a permanent load of 2 kN/m^2 and a variable load of 1.5 kN/m^2. The slab is reinforced with a mesh of 10 mm diameter bars at 200 mm spacing.

Using EC2, the design bending moment is calculated as: worked examples to eurocode 2 volume 2

The provided reinforcement area is:

The column is stable.