As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
The design punching shear resistance is:
The provided reinforcement area is:
As.provided = 4 x π x (16/2)^2 = 804 mm^2
The slab is checked for punching shear:
Using EC2, the design axial load is calculated as:
The slab requires additional shear reinforcement.
As = 0.0013 x 0.3 x 0.6 x 500 = 117 mm^2
The design punching shear resistance is: worked examples to eurocode 2 volume 2
The provided reinforcement area is:
As.provided = 4 x π x (16/2)^2 = 804 mm^2 As = 0
The slab is checked for punching shear:
Using EC2, the design axial load is calculated as: worked examples to eurocode 2 volume 2
The slab requires additional shear reinforcement.