Worked Examples To Eurocode 2 Volume 2 Apr 2026

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

The column is stable.

The beam is checked for shear resistance: worked examples to eurocode 2 volume 2

The design punching shear resistance is: As = 0

As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2 worked examples to eurocode 2 volume 2

The required reinforcement area is calculated as:

A rectangular slab with a span of 4 meters and a thickness of 0.2 meters is subjected to a permanent load of 2 kN/m^2 and a variable load of 1.5 kN/m^2. The slab is reinforced with a mesh of 10 mm diameter bars at 200 mm spacing.