As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
The design shear force is:
As.provided = (π x (10/2)^2) / 0.2 = 392 mm^2 worked examples to eurocode 2 volume 2
The beam is checked for shear resistance: As = 0
Using EC2, the design axial load is calculated as: worked examples to eurocode 2 volume 2
As = 0.01 x 0.4 x 0.4 x 500 = 800 mm^2
The design punching shear resistance is: