Worked Examples To Eurocode 2 Volume 2 -

VEd = 1.35 x (10 x 6 / 2) + 1.5 x (5 x 6 / 2) = 54.5 kN

The required reinforcement area is calculated as:

MEd = 1.35 x (10 x 6^2 / 8) + 1.5 x (5 x 6^2 / 8) = 63.9 kNm worked examples to eurocode 2 volume 2

As.provided = (π x (10/2)^2) / 0.2 = 392 mm^2

The column is stable.

Using EC2, the design axial load is calculated as:

A rectangular beam with a span of 6 meters and a cross-sectional area of 0.3 x 0.6 meters is subjected to a permanent load of 10 kN/m and a variable load of 5 kN/m. The beam is reinforced with 4 longitudinal bars of 16 mm diameter and 2 stirrups of 8 mm diameter. VEd = 1

As = 0.01 x 0.4 x 0.4 x 500 = 800 mm^2