1 Reply
Posted by musmanabout 2 years ago
Dear Namitha,
Thanks for your question.
Its a special application which needs to be checked separately for top anchor row and face anchor rows.
You need to send complete load distribution (top bracket and face bracket) with concrete thickness, grade etc.
If you can share on my email only then I can suggest a solution. My email is muhammad.usman@hilti.com
You can't model such brackets in post installed anchor design software. You have to adopt to an engineering judgement by segregating both top and face bracket.
Thanks and regards
Muhammad Usman