Composite Deck to hang 500 pound point load
Composite Deck to hang 500 pound point load
(OP)
In my project, MEP wanted to hang their stuff from the composite deck (3" concrete over 3" deck) using Hilti anchors, cast-in-place and/or post installed. The deck will be drilled a hole so the anchor get into the slab concrete above 3/4" or more. The maximum point load reached 500 lbs. I am not sure if it is acceptable. Hilti does have a table for their anchor capacity. But I don't know if I can use that. Vulcraft don't have too much information on that. Does anybody have an experience on this? Can yon please give me some advice? Thank you very much!






RE: Composite Deck to hang 500 pound point load
I would insist on cast in place, not afterset.
Mike McCann
MMC Engineering
RE: Composite Deck to hang 500 pound point load
RE: Composite Deck to hang 500 pound point load
RE: Composite Deck to hang 500 pound point load
RE: Composite Deck to hang 500 pound point load
They also have a nifty graduated thread so that a single insert fits 3 different size threaded rods.
RE: Composite Deck to hang 500 pound point load