As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
As.provided = 4 x π x (20/2)^2 = 1256 mm^2 worked examples to eurocode 2 volume 2
The beam requires additional shear reinforcement. As = 0
The slab requires additional shear reinforcement. worked examples to eurocode 2 volume 2
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.provided = 4 x π x (16/2)^2 = 804 mm^2
As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
As.provided = 4 x π x (20/2)^2 = 1256 mm^2
The beam requires additional shear reinforcement.
The slab requires additional shear reinforcement.
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.provided = 4 x π x (16/2)^2 = 804 mm^2