Worked Examples To Eurocode 2 Volume 2 -

The design punching shear resistance is:

λ = 3 / 0.4 = 7.5

The provided reinforcement area is:

Using EC2, the design axial load is calculated as:

As.provided = (π x (10/2)^2) / 0.2 = 392 mm^2 worked examples to eurocode 2 volume 2

A rectangular beam with a span of 6 meters and a cross-sectional area of 0.3 x 0.6 meters is subjected to a permanent load of 10 kN/m and a variable load of 5 kN/m. The beam is reinforced with 4 longitudinal bars of 16 mm diameter and 2 stirrups of 8 mm diameter.

MEd = 1.35 x (2 x 4^2 / 8) + 1.5 x (1.5 x 4^2 / 8) = 18.9 kNm The design punching shear resistance is: λ = 3 / 0

The column is checked for buckling: