Worked Examples To Eurocode 2 Volume 2 [ TRENDING REPORT ]

VEd = 1.35 x (2 x 4 / 2) + 1.5 x (1.5 x 4 / 2) = 18.5 kN

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

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

The column is checked for buckling:

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. VEd = 1

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

The required reinforcement area is calculated as: The design punching shear resistance is: A rectangular

The column is stable.

The design punching shear resistance is:

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.

As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2