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Hi, I'm posting hoping someone can advise me the best way to fix my problem.
I have a typical 1930s detached house with equal sized front room and back rooms with bedrooms above. Each room is 3.65m wide by 3.85m long. Joists run front to back (I.e the 3.85 measurement) and are 7" by 2" with original t&g floorboards. From the boards we've had up I haven't seen any cross-nogins.
The living rooms are through rooms, from what we can see it's original as the original skirting and floorboards are undisturbed. The I shaped steel beam is 8" by 5 1/4" I think, with approx 13" piers each side and the beam sits at least 9" each side. The brick wall above the beam continues into the loft where it is one of three supports for the hipped roof.
Anyway, the bedroom floors are extremely bouncy, so much so that if the kids are jumping around in the front bedroom the floor shakes in the back. If my son gets out of bed heavily I can feel the shake as I lay in my bed! If my husband is walking around the bedroom the living room door rattles.
So my first question is, is the beam sufficient for the span and load? If so, what could be causing so much bounce/vibration and how can we fix it?
Thankfully the living room isn't renovated yet so it wouldn't be impossible to drop the plasterboard ceilings and work from below. That would give us opportunity to add sound insulation as the acoustics are shocking (I can be in the living room and have a conversation with my son in his bedroom just by raising my voice). Accessing the joists from above isn't really possible as we're living in the house and the rooms are decorated/carpeted and have built in furniture.
I've seen on other threads about herringbone straps but we wouldn't be able to put those in unless they could fix to the sides (rather than tops) and undersides of the joists. I also read about adding slate to the ends of the joists, but would that be to stop sideways movement or to prop them up at the ends?
I hope I've given enough details and someone has some suggestions, let me know if I've missed anything (apologies for the mix of metric and imperial!).
Thanks.
I have a typical 1930s detached house with equal sized front room and back rooms with bedrooms above. Each room is 3.65m wide by 3.85m long. Joists run front to back (I.e the 3.85 measurement) and are 7" by 2" with original t&g floorboards. From the boards we've had up I haven't seen any cross-nogins.
The living rooms are through rooms, from what we can see it's original as the original skirting and floorboards are undisturbed. The I shaped steel beam is 8" by 5 1/4" I think, with approx 13" piers each side and the beam sits at least 9" each side. The brick wall above the beam continues into the loft where it is one of three supports for the hipped roof.
Anyway, the bedroom floors are extremely bouncy, so much so that if the kids are jumping around in the front bedroom the floor shakes in the back. If my son gets out of bed heavily I can feel the shake as I lay in my bed! If my husband is walking around the bedroom the living room door rattles.
So my first question is, is the beam sufficient for the span and load? If so, what could be causing so much bounce/vibration and how can we fix it?
Thankfully the living room isn't renovated yet so it wouldn't be impossible to drop the plasterboard ceilings and work from below. That would give us opportunity to add sound insulation as the acoustics are shocking (I can be in the living room and have a conversation with my son in his bedroom just by raising my voice). Accessing the joists from above isn't really possible as we're living in the house and the rooms are decorated/carpeted and have built in furniture.
I've seen on other threads about herringbone straps but we wouldn't be able to put those in unless they could fix to the sides (rather than tops) and undersides of the joists. I also read about adding slate to the ends of the joists, but would that be to stop sideways movement or to prop them up at the ends?
I hope I've given enough details and someone has some suggestions, let me know if I've missed anything (apologies for the mix of metric and imperial!).
Thanks.