concrete insert design
concrete insert design
(OP)
I have to design male and female concrete epoxy inserts with tension and shear load applied at top of anchors. Do I need to check the wall of outer insert for shear.
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RE: concrete insert design
RE: concrete insert design
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: concrete insert design
Professional Engineer (ME, NH, MA) Structural Engineer (IL)
American Concrete Industries
www.americanconcrete.com
RE: concrete insert design
I am trying to get more information about the insert requirement from field.
All I have is 8" 3000psi concrete slab with "4 @12" , 4" from top. the load on insert at top of slab is 8K tension and 8.5K shear. This will be post installed insert and trying to use per Hilti insert.
RE: concrete insert design
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: concrete insert design
RE: concrete insert design
We're going to need a more accurate description of the application in order to help you further. As it currently stands, I'm still not totally sure what we're talking about.
RE: concrete insert design
RE: concrete insert design
I am trying get full picture of the problem. Thanks
RE: concrete insert design
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: concrete insert design
RE: concrete insert design
Thanks
Yes. I am using ACI 318 appendix D.