Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski 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 matthewheimann

  1. matthewheimann

    Deflection Limit for Tile with Wood Framing

    I am trying to understand what the deflection limit should be for a tile floor. I have typically used L/600 for live load, (mainly because that is what I have been told by other engineers), but doing a little research I found a few things. First, the Masonry Code ACI 530 Limits the dead +...
  2. matthewheimann

    Delfection Limit for Tile on Wood Framing

    I am trying to understand what the deflection limit should be for a tile floor. I have typically used L/600 for live load, (mainly because that is what I was told by other engineers), but doing a little research I found a few things. First, the Masonry Code ACI 530 Limits the dead + Live...
See more

Part and Inventory Search

Back
Top Bottom