Shear Verification between Concretes of Different Ages
When "Shear verification according to EN1992-1-1" is selected in the "Dimensioning" frame, the maximum shear capacity between the base of the masonry wall and the first block is calculated as follows:
where: | A | - | total cross-sectional area |
ϕ | - | cross section area filled with concrete | |
| c,μ | - | surface roughness coefficients |
| N | - | normal force in the joint |
As | - | steel reinforcement area |