Eurocode 2 Volume 2 - Worked Examples To

The column is checked for buckling:

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

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.

The column is stable.

MEd = 1.35 x (2 x 4^2 / 8) + 1.5 x (1.5 x 4^2 / 8) = 18.9 kNm

As.provided = 4 x π x (20/2)^2 = 1256 mm^2

The critical buckling load is:

The provided reinforcement area is:

The provided reinforcement area is:

Using EC2, the design bending moment is calculated as: worked examples to eurocode 2 volume 2

The design shear force is:

Using EC2, the design bending moment is calculated as:

Eurocode 2 (EC2) is a widely used European standard for the design of concrete structures. It provides a comprehensive framework for the design of buildings and civil engineering works, ensuring their safety, durability, and sustainability. To facilitate the application of EC2, several worked examples have been developed to illustrate its practical use. This article presents a selection of worked examples from Volume 2 of the Eurocode 2 series, covering various aspects of concrete structure design. The column is checked for buckling: VRd,c = 0

The slab requires additional shear reinforcement.

The beam requires additional shear reinforcement.