Design of shear reinforcement for plates
Design of shear reinforcement for plates
The program allows determination of the required amount of shear reinforcement form by stirrups and crooks, respectively.
First, the program computes the limit shear force in a given section – the shear force transmitted by concrete Vuc and the maximum allowable shear force Vu,max.
where:
As for stirrups the necessary reinforcement area is given by:
As for crooks the necessary reinforcement area is given by:
where:
