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 +...
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...