I've now had someone design (properly - and for free!) the deck I mentioned in an earlier thread. They've calculated that it'll support
53psf (I assume this is lbs per square foot) but most other posts in this group mention kN/m2.
I found this conversion on the net after much searching - 1kN/m2 =
20.885 lb/ft2 - and would just like some confirmation that it's true, and therefore my deck would seem to meet the usual floor loading requirements.
Cheers
Tim