Hello,
maybe the wrong forum section, but I'll try.
What can be said about the load-bearing capacity of the floor structure in a 1.5-story house?
Trusses at cc 120 and beams so a total of cc 60 (?).
The "bottom chord" of the truss measures ~225 mm and a partition wall in the middle that makes a span of 4.1 m.
How much can it support?
I'm asking because we use the unfinished upper floor as a cold storage, with a raised floor and chipboard flooring over the insulation.
Thanks in advance.