Contraflexure74
Structural
- Jan 29, 2016
- 147
Hi,
I have an existing timber joist floor which spans 3.6m. Joists are 44x225 at 450 centres. The client wishes to add an additional floor to the house above these joists. So now I will have a line load (load bearing stud wall) going perpendicular to these joists at mid span which supports the flat roof of the new storey.
I'm concerned that the joists may fail and I will have deflection issues from live and wind load from the roof. Anyone have any ideas how to strengthen the existing floor which may work? Putting in a beam below the line load is not desirable.
Any comments would be appreciated.
I have an existing timber joist floor which spans 3.6m. Joists are 44x225 at 450 centres. The client wishes to add an additional floor to the house above these joists. So now I will have a line load (load bearing stud wall) going perpendicular to these joists at mid span which supports the flat roof of the new storey.
I'm concerned that the joists may fail and I will have deflection issues from live and wind load from the roof. Anyone have any ideas how to strengthen the existing floor which may work? Putting in a beam below the line load is not desirable.
Any comments would be appreciated.