2 - Worked Examples To Eurocode 2 Volume

The provided reinforcement area is:

λ = 3 / 0.4 = 7.5

The column is checked for buckling:

The column is stable.

The design punching shear resistance is: worked examples to eurocode 2 volume 2

Using EC2, the design axial load is calculated as:

The beam requires additional shear reinforcement. The provided reinforcement area is: λ = 3 / 0

The required reinforcement area is calculated as: