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  1. astrctrlengr

    Is a slab depression considered a reentrant corner?

    I have a slab-on-grade foundation system with several depressions for showers. Are these drops (3" drop in an 8" thick slab) considered re-entrant corners? I have re-inforced for potential vertical cracks across the drop, but am concerned about possible re-entrant corner issues. Do I need...

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