Design of shear reinforcement for slabs
The program allows determination of the required amount of shear reinforcement form by stirrups and bends, respectively.
First, the program computes the ultimate shear strength 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 bends the necessary reinforcement area is given by: