Hello,
Span 4.4m, current joists 70x195mm. CC about 54cm. Wobbly floor. Will screw 20mm oak floor onto the joists. Previously had pine flooring, still wobbled.

Have got the lumber now. What's best, to glue and screw a 45x195 against the existing ones, or to put a 45x195 between the current beams and thus get closer CC?

Then I'm considering bracing/cross bridging. Any opinions?

:)
 
Reducing cc = new beam between reduces the deflection in the oak floor.
Doubling or placing between makes no difference for the deflection of the joist.
The oak floor can partly replace noggings/do the same thing, i.e., stiffen the floor and distribute the load over multiple joists.

Protte
 
Hi, if it doesn't have any significance for the floor's deflection, then how should one proceed? What happens is that everything in the adjacent room rattles if someone runs around in the living room.

If you go from 70mm width to 115mm width on the beams, there will be no difference? :(
 
both options work well but I would probably reduce cc first and screw in 2 regular kortlingar between each joist. This way, the subfloor will be less wobbly already when you build it up and it might be a bit easier to work on it then. Cross kortling is a lot of work and quite unnecessary in your case so try to avoid it!
 
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Kirre2021 and 1 other
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There will obviously be less bounce in the floor structure if you widen the joists, but there are many other advantages to halving the cc instead. For example, you reduce the bounce in the oak floor, but you hardly achieve this by screwing on a joist instead.
 
Hello, grateful for the response. The oak floor is 20mm and according to the Manufacturer, there is a requirement for a maximum of cc60. And already today it is cc54. Maybe it should be both. The timber isn't exactly expensive. There will be sofas, tables set up, and one wants to be able to have 20 people without having to worry.
 
spaxx said:
Hi, if it doesn't have any effect on the floor joists' deflection, how should one proceed then? What happens is that everything in the adjacent room rattles if someone runs around in the living room.

If one goes from 70mm width to 115mm width on the joists, there's no difference? :(
Don't misunderstand us, the deflection in the floor joists will be "halved", no matter if you double or add one in between. However, the deflection in the actual oak floor will be less with halved cc.

Protte
 
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Thomas_Blekinge
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Have you seen what the beams that are there now look like? Often they undergo some deformation over time, such as warping, which makes it difficult to get a good result from screw-gluing onto a beam. It's much better to reduce the center-to-center distance with more beams. Buy laminated beams that are more dimensionally stable.
 
Protte, You know if you stand on your toes and then slam your heels down on the floor, it vibrates a lot and can be felt in the floor - that's what I want to get away from.
 
Wooden beams in good condition in a construction project, shown to be straight without any sagging issues.
Hi, the beams are in good condition, straight and no sagging. Have measured.
 
Reduced cc provides better effect, preferably with cross-studding/shortening that fits really tight.
 
spaxx said:
Protte, You know if you stand on your toes and then thud your heels on the floor, it vibrates a lot and is felt in the floor - that's what I want to avoid.
It has to do with the fact that wooden houses are light in their construction, so it's hard to avoid completely.

Plank flooring makes the floor flex more than if you have screwed and glued chipboard. If you have the possibility to raise the floor, it would improve if you screw and glue chipboard on which you lay the wooden floor.
 
What is it called when the beams are notched as shown in the picture? Is there any disadvantage regarding the load-bearing capacity?
 
A follow-up question that occurred to me. If it rattles in the next room, it could be that there is some give in the support beam in the house in some way. If it's not the same floor structure, the vibrations shouldn't propagate in that manner unless they have a weak connection point between them? It may be that the measures you take here have quite a small improvement for the next room unless you also reinforce that floor structure. Or redo the connection to that floor structure so that it becomes more isolated.
 
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Anph
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spaxx said:
What is it called when the beams are notched like in the picture? Is there any disadvantage for load-bearing capacity?
It does not affect the floor deflection; the shear force at the end is small compared to what the beam can withstand.
 
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