1 Reply
Posted by Ask HILTI Teamabout 2 years ago
Thanks for your question with Profis Engineering following the current design code for resin anchors within masonry
structures the anchor arrangement is limited to 1 , 2 or 4 anchor layouts with no option to customise outside of this criterion. I can only suggest checking a 4-bolt arrangement say the middle and top based upon a pro rata of the load to
assess if the masonry locally can resist the load however it would mean you using your own engineering judgement as to whether the masonry structure can resist the full load when applied.
