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Re: FNDT: Shearwall and slab foundation question

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I was not questioning whether he was right or wrong for asking. He raised my
curiosity as to how well an existing perimeter slab foundation would work
for higher lateral loads. I would think that the monolithic pour would
provide additional area to distribute the pressure on the compression side
of the wall. I would also think that any returns or perpendicular bends in
the foundation wall (for example at a corner) can be considered in order to
limit the need to design a massive grade-beam.


>I interpret the "plan check correction" as providing calculations to verify
>the soil pressure under lateral loads, which I think is a legitament
>Antonio S. Luisoni
>Consulting SE