Openings in structural concrete walls
Openings in structural concrete walls
(OP)
Hello guys,
My issue is that I am doing a project which contains lots of MEP openings in walls, the project is structurally critical as well .. I know that in ACI code there are some restrictions and guide lines for openings in walls, however what I want to know is how much I can allow with this topic (beyond the code if possible based on experience .. ?).
Does anyone knows a book that I can refer to regarding this issue ?
Thanks ..
My issue is that I am doing a project which contains lots of MEP openings in walls, the project is structurally critical as well .. I know that in ACI code there are some restrictions and guide lines for openings in walls, however what I want to know is how much I can allow with this topic (beyond the code if possible based on experience .. ?).
Does anyone knows a book that I can refer to regarding this issue ?
Thanks ..





RE: Openings in structural concrete walls
There really isn't much out there in the literature. This is the best document that I know of and it only gives a cursory overview: Link. An excerpt is shown below.
If you Google "Concrete Wall Opening Strut Tie" you'll find all kinds of examples for bearing walls.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Openings in structural concrete walls
I will have a look at the document, thanks a lot.