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 design shear force is:

The design punching shear resistance is: worked examples to eurocode 2 volume 2

The beam requires additional shear reinforcement. MEd = 1

As.provided = 4 x π x (20/2)^2 = 1256 mm^2 worked examples to eurocode 2 volume 2