Bearing Capacity

Under a strip footing the tilt of the stress points down; beside it, under the surcharge, it lies flat. Between them it turns through a right angle, a quarter turn, and turning a tilt that is at the cap multiplies the squeeze by e2 tan φ′ Δβ. Slide the turn along the fan to follow it.

What you are seeing

Assumptions

The soil's own weight is left out, as in Prandtl's solution: it adds the ½γBNγ term, which has no closed form.

Soil

Footing

Follow the turn

The mechanism
The squeeze along the way