Posted by Christa Murphyalmost 3 years ago
Anchors into Comflor SR profiles
I am looking for some guidance on the approach for obtaining the design capacities of post-installed anchors (HUS, HST) into Comflor SR profiles.
Could the test values (from ACI 355.2) for the Trapezoidal profiles (comflor60-80) be used or do I need to use Hilti profis and treat the dovetail re-entrant as a concrete edge? I realise these values would only be rated to C1.
1 Reply
Posted by Samuel Aguiaralmost 3 years ago
Hi Christa,
Thanks very much for your question. One of our Field Engineers will provide a response and discuss this application with you via email very soon.
Regards,
Samuel Aguiar
Engineering Marketing Manager