VEd = 1.35 x (2 x 4 / 2) + 1.5 x (1.5 x 4 / 2) = 18.5 kN
The column is checked for buckling:
λ = 3 / 0.4 = 7.5
As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2 worked examples to eurocode 2 volume 2
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.
The design shear force is:
The design punching shear resistance is: VEd = 1
As = 0.0013 x 0.2 x 1 x 500 = 130 mm^2
As.provided = 4 x π x (20/2)^2 = 1256 mm^2
The beam requires additional shear reinforcement. worked examples to eurocode 2 volume 2
As.provided = (π x (10/2)^2) / 0.2 = 392 mm^2
The beam is checked for shear resistance: