Worked Examples To Eurocode 2 Volume 2

As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2

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

As.provided = 4 x π x (20/2)^2 = 1256 mm^2 As = 0

The design shear force is:

VRd,c = 0.12 x (1 + (0.6/0.2)) x 0.2 x 1 x 25 = 12.5 kN worked examples to eurocode 2 volume 2

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