I have an old terraced house Im renovating. Ive pulled down the sagging bedroom ceiling (plasterboard) and can see that the reason is that the old joists have bowed over the years.
What I wish to do is to remove the bend before putting up new plasterboard and also make the timbers strong enough for a floor. This will just be for storage and not a loft conversion.
What are the options? Note that the joists are nailed to the rfters and not on the top of the wall.
A few solutions came to mind can you advise on the best approach?
1) I thought about new joists, expensive and time consuming. If I went with this option can they simply be nailed onto the rafters like the old ones?
2) Strengthening the old joists by nailing another similar sized joist above or at the side of the old one and screwing/nailing them together?
3) Using a metal strip screwed on the sides of the worst affected joists (probably about 4 of them) in the region of the bend.
4) Use of struts screwed between the joist and rafter to take some of the load of the joist (diagram below). This would be near the crossmember (purlin?) which would mean that the rafters were not under too much force.
What is the usual procedure to solving this problem?
What I wish to do is to remove the bend before putting up new plasterboard and also make the timbers strong enough for a floor. This will just be for storage and not a loft conversion.
What are the options? Note that the joists are nailed to the rfters and not on the top of the wall.
A few solutions came to mind can you advise on the best approach?
1) I thought about new joists, expensive and time consuming. If I went with this option can they simply be nailed onto the rafters like the old ones?
2) Strengthening the old joists by nailing another similar sized joist above or at the side of the old one and screwing/nailing them together?
3) Using a metal strip screwed on the sides of the worst affected joists (probably about 4 of them) in the region of the bend.
4) Use of struts screwed between the joist and rafter to take some of the load of the joist (diagram below). This would be near the crossmember (purlin?) which would mean that the rafters were not under too much force.
What is the usual procedure to solving this problem?