VEd = 1.35 x (10 x 6 / 2) + 1.5 x (5 x 6 / 2) = 54.5 kN
As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
The required reinforcement area is calculated as:
As.provided = 4 x π x (16/2)^2 = 804 mm^2
VEd = 1.35 x (10 x 6 / 2) + 1.5 x (5 x 6 / 2) = 54.5 kN
As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
The required reinforcement area is calculated as:
As.provided = 4 x π x (16/2)^2 = 804 mm^2