Worked Examples To Eurocode 2 Volume 2 -

VEd = 1.35 x (10 x 6 / 2) + 1.5 x (5 x 6 / 2) = 54.5 kN

As.provided = 4 x π x (20/2)^2 = 1256 mm^2

The design shear force is:

Using EC2, the design bending moment is calculated as:

MEd = 1.35 x (10 x 6^2 / 8) + 1.5 x (5 x 6^2 / 8) = 63.9 kNm worked examples to eurocode 2 volume 2

Ncr = π^2 x 25 x 0.4^4 / (3^2) = 2761 kN

A square column with a side length of 0.4 meters and a height of 3 meters is subjected to a permanent axial load of 500 kN and a variable axial load of 200 kN. The column is reinforced with 4 longitudinal bars of 20 mm diameter. VEd = 1

As.provided = (π x (10/2)^2) / 0.2 = 392 mm^2