RHTPE
-agreed
-agreed as far as the probability goes, but the full live load has to be applied on both sides
-agreed, this type of formwork has the ability to resist forces from concrete placement [wall forms are tied with threaded rods, which take all the lateral wet concrete forces in...
RHTPE,
Thanks for the response!
I have attached a sketch and hope it explains the situation better.
Yes, the anchors extend into the wall almost 12"
All inserts are in the same elevation [they sit on the same horizontal plane].
Within the plane they are staggered-see sketch.
They do not...
Hi all,
Does anyone know of any guidelines on how to check (2) anchor groups [2 anchors per group], that are mounted on the outside and inside faces of a concrete wall? Both anchor groups are exposed to combined shear and tension.
Edge distance is not an issue.
Anchor groups are identical to...
