I have a wall that i used 3\4" allthread on. 1 main run from rear to front then 2 smaller runs from rear to front as the box does like a T design.
Anyways, the rear wall flexes like crazy.
I had laid 1\4" thick steel bar, 2 of them, vertically and just used washers and nuts on outer side and it seems as if it did nothing...
So, i was told by a carpenter to keep the steel bars in there and install angle iron on the outside of the box and bolt that through the flat steel bars on the inside... His theory is angle iron can't flex so by using that on the outside and securing it to the steel on the inside... it should prevent the entire back wall from flexing...
Has anyone done this or if you haven't why? lol....
If this method is really this strong, then what's the use of all-thread to begin with...
Anyways, the rear wall flexes like crazy.
I had laid 1\4" thick steel bar, 2 of them, vertically and just used washers and nuts on outer side and it seems as if it did nothing...
So, i was told by a carpenter to keep the steel bars in there and install angle iron on the outside of the box and bolt that through the flat steel bars on the inside... His theory is angle iron can't flex so by using that on the outside and securing it to the steel on the inside... it should prevent the entire back wall from flexing...
Has anyone done this or if you haven't why? lol....
If this method is really this strong, then what's the use of all-thread to begin with...