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Shear through foundation walls at slab interface

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  |
|       |


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