2 Volume 2 — Worked Examples To Eurocode

The design punching shear resistance is:

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

VEd = 1.35 x (10 x 6 / 2) + 1.5 x (5 x 6 / 2) = 54.5 kN worked examples to eurocode 2 volume 2

The column is checked for buckling:

λ = 3 / 0.4 = 7.5

As = 0.01 x 0.4 x 0.4 x 500 = 800 mm^2

The beam requires additional shear reinforcement. The design punching shear resistance is: As

VRd,c = 0.12 x (1 + (0.6/0.2)) x 0.2 x 1 x 25 = 12.5 kN