If you are planning to add more load to a floor which is already overloaded and over-spanned, you would probably find it easier/cheaper to add a steel beam below at right-angles, somewhere near mid-span, and packed tight to the joists.
It probably won't make any noticeable difference to the deflection but would give peace of mind. You would have the downstand of the beam to live with, though maybe you could add a false ceiling to hide it?
A 152 x152 steel beam would do the job.
It probably won't make any noticeable difference to the deflection but would give peace of mind. You would have the downstand of the beam to live with, though maybe you could add a false ceiling to hide it?
A 152 x152 steel beam would do the job.