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26 replies
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26 replies
Partition wall to support floor joists, dimension
Member
· Blekinge
· 10 117 posts
The unstayed height of the beams is an important parameter for assessing their load-bearing capacity. Even small changes can have a significant impact. With a height of only 2.3 m, the margins for C 14 timber increase. With this new information, I would say that from a strength perspective it is OK with C 14 timber. However, my previously stated objections to timber with too low a strength class remain.
Self-builder
· Arvika
· 1 527 posts
What is the foundation of the house today? As previously mentioned, the load on the new walls increases compared to before.
There is a total of 12 meters of wall
With the advice I've received here
?
45 x 70 C24
construction plywood on both sides
6 mm gypsum
With the advice I've received here
?
45 x 70 C24
construction plywood on both sides
6 mm gypsum
The house is not built yetB bossespecial said:
Self-builder
· Arvika
· 1 527 posts
Ok, I understood it as if it was an existing one. 45x70cc450 C14 with bracing at mid-height works without plywood. If you choose plywood, you can go up to cc600. It is advisable that the wall's cc-measurement coincides with the floor joists.Lars Roth said:
Member
· Blekinge
· 10 117 posts
I agree with @bossespecial. Quite important that the beams are positioned correctly above each corresponding rule.
Thank you so much for all the help.
If I wanted to build the wall with metal studs?
Tomture61
Self-builder
· Född i Luleå
· 6 368 posts
Tomture61
Self-builder
- Född i Luleå
- 6,368 posts
45x70 in c24 quality seems to be very difficult to find!
I wonder what happens if you split a 45x145 c24 into 2 pieces of 45x70?
Is it still c24 quality then
I have experienced c24 timber from Södra with a hell of a lot of knots, even on the edges, 30-40 mm large.
I wonder what happens if you split a 45x145 c24 into 2 pieces of 45x70?
Is it still c24 quality then
I have experienced c24 timber from Södra with a hell of a lot of knots, even on the edges, 30-40 mm large.
Self-builder
· Arvika
· 1 527 posts
When determining the quality of the beams, this is done mechanically by calculating the beam's modulus of elasticity (E-modulus). This is done by measuring the shockwave response or by bending the beam. Splitting a graded beam could practically mean that you might get a "good piece" and a "bad piece," but together as a beam, the better compensates for the worse. According to a source at a sawmill, c24 timber often contains higher strength classes since the market for higher strengths is quite small.
Why do you want such a thin wall, by the way?
Why do you want such a thin wall, by the way?
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