Shear check (Retaining Wall)
Last modified by Fredrik Lagerström on 2021/06/30 10:33
The capacity with regard to shear is calculated according to [2] 6.2.2. Maximum reinforcement to be used is 0,02.
The capacity with regard to shear is calculated according to [2] 6.2.2. Maximum reinforcement to be used is 0,02.