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 Qbu and the maximum allowable shear force Qmax.
where: | for: |
| is: κq = 1,25 |
for: |
| je κq = 1,50 | |
for: |
| je κq = 1,60 |
As for stirrups the necessary reinforcement area is given by:
As for crooks the necessary reinforcement area is given by:
where:
The magnitude of c is bounded by the following expression:
