ahunt
Structural
- Sep 10, 2005
- 44
I have a situation where we want to anchor to a hollow core roof slab (precast concrete deck). The product is coming from Hollowcore Inc, and has 7-1/2" dia cores and 1-1/4" thick concrete "flange" over the cores. We'll anchor to the 1-1/4" thick concrete flange. Right now I'm assuming the anchor is good for a tensile capacity equal to that of a ASTM C-90 concrete masonry unit.
Anyone know of any research done on this? Sure seems like I should be able to get more capacity out of a deck then a C-90 masonry unit.
Thanks,
Aaron
Anyone know of any research done on this? Sure seems like I should be able to get more capacity out of a deck then a C-90 masonry unit.
Thanks,
Aaron