Worked Examples To Eurocode 2 Volume 2 ((install)) -

VRd,c = 0.12 x (1 + (0.6/0.3)) x 0.3 x 0.6 x 25 = 45.9 kN

The required reinforcement area is calculated as: worked examples to eurocode 2 volume 2

Using EC2, the design bending moment is calculated as: VRd,c = 0

NEd = 1.35 x 500 + 1.5 x 200 = 847.5 kN

The column is stable.

As.provided = 4 x π x (16/2)^2 = 804 mm^2 worked examples to eurocode 2 volume 2

As = 0.0013 x 0.2 x 1 x 500 = 130 mm^2