Hello, everyone.
This is Enta.
Something a little shocking happened recently, but,
It's a job involving temporary anchors.
The design load exceeds 1,000 kN.
Yeah, well, as long as the design works fine as it is, that's probably okay.
However, when I took a closer look at the drawings, I noticed that the anchorage length exceeds 10 meters.
The ultimate pull-out force per anchor does not increase proportionally even as the anchor body length is increased, and
Once it exceeds 10 meters, the increase practically stops.
Since friction can’t be eliminated in the section that ultimately exceeds 10 meters, will this anchor come loose? Or...
Will the bracket give way under 1,000 kN and the H-beam come crashing down with a *BOOM*?? lol
It's truly terrifying.
We are still in the process of redesigning and discussing this matter, so I will provide another update later.
See you later.
