Worked: Examples To Eurocode 2 Volume 2

VEd = 1.35 x (2 x 4 / 2) + 1.5 x (1.5 x 4 / 2) = 18.5 kN

λ = 3 / 0.4 = 7.5

The beam is checked for shear resistance: worked examples to eurocode 2 volume 2

The slab requires additional shear reinforcement.

The beam requires additional shear reinforcement. VEd = 1

The design punching shear resistance is:

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