DUNE Wrote:
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> Martin Stower Wrote:
> -------------------------------------------------------
> > You think that stone at such a joint with so many
> > tons upon it would not flake?
> >
> > M.
>
>
> Well i don't think the pressure at that point
> would amount to tons, don't forget the remaining
> length of that beam goes further down alongside
> that side wall, and the side wall would have been
> cut in the same angle as the beam.
> Also the beam is resting against the opposite
> beam to form the apex, so i would think very
> little pressure is being placed at that juncture.

I find this a strange remark. I mean, there is some masonry on top of this structure, isn’t there?

By the way, did you notice this?

“Although photos can not prove anything definitively . . . In denying what is clearly seen in those pics means you are attempting to suppress the truth . . .”

M.