Casting in glass balustrade support post
Casting in glass balustrade support post
(OP)
Hi
Just wondering how people would approach calculation/verification of connection adequacy of a glass balustrade support post that will be core drilled and epoxyed into an existing slab? Cast in depth will be minimal, say 150mm.
Cheers!
Just wondering how people would approach calculation/verification of connection adequacy of a glass balustrade support post that will be core drilled and epoxyed into an existing slab? Cast in depth will be minimal, say 150mm.
Cheers!






RE: Casting in glass balustrade support post
Dik
RE: Casting in glass balustrade support post
I was also interested on thoughts on the calculation of the connection of the post to the slab due to the moment/couple forces and the verification of that given that the embedment depth will be quite small compared to the cantilever length.
RE: Casting in glass balustrade support post
RE: Casting in glass balustrade support post
RE: Casting in glass balustrade support post
RE: Casting in glass balustrade support post
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.