Eurocode 2 Volume 2: Worked Examples To

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

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

VEd = 1.35 x (2 x 4 / 2) + 1.5 x (1.5 x 4 / 2) = 18.5 kN worked examples to eurocode 2 volume 2

The required reinforcement area is calculated as: VRd,c = 0

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