The design punching shear resistance is:
The beam is checked for shear resistance:
The provided reinforcement area is:
The required reinforcement area is calculated as:
As.provided = 4 x π x (16/2)^2 = 804 mm^2
Using EC2, the design axial load is calculated as:
The design punching shear resistance is:
The beam is checked for shear resistance:
The provided reinforcement area is:
The required reinforcement area is calculated as:
As.provided = 4 x π x (16/2)^2 = 804 mm^2
Using EC2, the design axial load is calculated as:
%!s(int=2026) © %!d(string=Rapid Prism)
