Shear through foundation walls at slab interface
Shear through foundation walls at slab interface
(OP)
How and where do you check for shear at a reinforced concrete foundation wall (resisting lateral soil pressure) and reinforced concrete structural slab interface?
Do you check a combination of regular beam shear and interface shear? Can you count the vertical wall steel through the interface as shear resistance? I typically use a 150 pocket so that the wall can bear on the wall.
| |
|wall |
| |
| __|____________\
| | SLAB \
| |_________________\
| |
| | SHEAR CHECK?
|wall |
| |
THANKS
Do you check a combination of regular beam shear and interface shear? Can you count the vertical wall steel through the interface as shear resistance? I typically use a 150 pocket so that the wall can bear on the wall.
| |
|wall |
| |
| __|____________\
| | SLAB \
| |_________________\
| |
| | SHEAR CHECK?
|wall |
| |
THANKS





