Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by astrctrlengr

  1. astrctrlengr

    Is a slab depression considered a reentrant corner?

    Pittguy12, thank you for the response. The 8" slab thickness will be maintained across the drop location with slab reinforcing draped across the drop (#4 @ 12" O.C. Ea. Way Top & Bottom). See attached for visual. Given this image, do you still think the #3 corner bar is necessary...
  2. 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...
See more

Part and Inventory Search

Back
Top