Examples To Eurocode 2 Volume 2 | Worked

The slab is checked for punching shear:

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

MEd = 1.35 x (10 x 6^2 / 8) + 1.5 x (5 x 6^2 / 8) = 63.9 kNm The slab is checked for punching shear: VRd,c = 0

The provided reinforcement area is:

The design shear force is:

The beam requires additional shear reinforcement. worked examples to eurocode 2 volume 2