Eurocode 2 Volume 2 - Worked Examples To

A square column with a side length of 0.4 meters and a height of 3 meters is subjected to a permanent axial load of 500 kN and a variable axial load of 200 kN. The column is reinforced with 4 longitudinal bars of 20 mm diameter.

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

The design punching shear resistance is: A square column with a side length of 0

The required reinforcement area is calculated as: worked examples to eurocode 2 volume 2

The critical buckling load is:

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