[mura_gadi (Steve)]

Hello,

I watched the sky and telescope YT on pier pours etc and they state that the pour and the pier are two items.

The fixing of the pier to the slab is bolted down under high load. The idea being that the high load tension reduces the vibrations. The key loading stone stated was 1mx1mx1m, which is a fairly solid anchor!.

I was wondering if you had tried this pour and system before and the single pour with form work and noticed a difference in performance between the two options?

Both can be secured under tension, but the form work places the tension at the top of the beam and not on the loading stone.


Thanks