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 Vcu and the maximum allowable shear force Vuc,max.
where: τc is determined according to table 19 standard IS 456 : 2000.
where: τc,max is determined according to table 20 standard IS 456 : 2000.
As for stirrups the necessary reinforcement area is given by:
As for crooks the necessary reinforcement area is given by:
where:
