So a single 75x50x2.5 RHS aligned to be taller vertically has a moment capacity of ~1440 Nm at a relatively safe stress of 120MPa.
To use this strength with the worst case of a point load, you're talking ~400kg of capacity per 75x50 RHS beam.
You have 7 of them which gives your deck the strength to completely safely carry ~3 ton spaced right down the centre of the deck with a safety factor of ~3 on yield.
It won't start to take a permanent bend until you've got ~9 ton spaced down the centre of the deck.
If you consider a distributed load, it would be ~840kg per beam or ~6 ton in the deck still with a FOS of 3 on yeild of those beams. You could put ~18 ton of sand in it before the beams took a permanent bend.
What I'm trying to say is, the beams you have under the deck are way out of proportion to the axle underneath and the cladding on top.

