by Chris Langham »
Sat Oct 18, 2008 2:24 pm
Inver,
2000kg is well in excess of the imposed load that a domestic floor can carry.
You will have to work out the dead loading currently, and then work out the suggested live loading, (what is the wt when the tub is full by the way??).
From that you can work out the bending moment, shear, deflection and hence the design size of the floor members required to strengthen it.
As such you will have to carry out design calculations, as the loading will probably be a point loading and not uniformly distributed.
It is almost certain that the current floor joist are inadequate and not able to support suggested the load.
It will probably require steel beams (UB) to support the loading.
You would be well advised to consult the local Building Control officer before carrying out any work