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I was thinking of converting a part of an old barn into a stable that meets today's regulations for height and such. The problem is that the ceiling height is only 2.1m because there are beams in the inner ceiling.

First, we need to demolish a barn to then demolish 2 outer walls of the stable and an inner wall. The new walls will be in lecablock 300mm. The problem is that I need to raise the ceiling height inside the stable. Digging out is pretty much ruled out.

Diagram illustrating the renovation plan of barns and stable with marked areas for demolition (purple), rebuilding (yellow), and existing wall casting (green).

This part of the barn is going to become a stable and this is one of the outer walls that will be demolished. We've started demolishing the barn on the left.
Exterior view of a red barn wall with three rectangular windows, part of an upcoming renovation project to convert the space into a stable.

The back long side of the stable is of a newer type and is bricked like the other part of the barn that won't be a stable.
Interior view of an old barn with two windows, showing deteriorated plaster walls and stacked construction materials on the floor against the wall.

The long side of the outer walls that will be demolished and rebuilt.
Interior of an old barn with wooden beams, low ceiling, and various construction materials scattered on the dirt floor, planned for renovation into a stable.

The trusses today... they rest on load-bearing beams which are held in place with beams that currently lie too low for having a stable as it looks now.
Interior view of barn roof structure with wooden beams and corrugated metal sheets, highlighting the low ceiling height challenging stall renovation.

The stable part of the barn with the proposed reconstruction. The right side is the upcoming gable in leca and to the left, the barn continues even if it's not on the drawing.
Blueprint diagram showing proposed changes to a barn converting it into a stable, highlighting beams and walls to be altered or removed.

The blue beam is the one I want to cut and which is shown cut in the picture. The idea is that with the red, purple, and pink construction, I should be able to do this.
Cross-section diagram of a barn renovation plan showing walls, beams, and supports. Includes labeled component modifications in red, blue, and pink.

The stable seen from the side, hope you understand my fine drawings :)
Diagram of a barn wall renovation showing colored beams and blocks representing new construction to increase stall height.

Can I do this without it collapsing? Is there a better solution you think? I need all the help along the way here because I feel it's a bit over my head right now...
 
As I see it, your solution will have a much stronger construction if you do so, I'm unsure if the pillars are needed at all. But I would probably ask someone to calculate that. I would have moved the ceiling beam to the desired height and then reinforced the arm by screwing and gluing a 1-inch plank of appropriate width on each side.
 
The cut blue beams also have the task of keeping the building together so that forces from the roof trusses do not push out the walls.

When the beams are cut, it becomes the columns' task to absorb the outward tensile forces. Since they are also loaded from above, there will thus be fairly high demands for them to resist buckling. Therefore, the columns must primarily be stiff in that direction (outward).

Secure the purple beam thoroughly to the roof trusses. With this extra collar tie, the outward forces on the walls will reduce significantly.

One could also consider allowing the pink braces to continue diagonally down to the blue beams to further reinforce the construction.
 
I can mention that my barn is built exactly as you suggest, and it has stood for 101 years.
 
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mycke_nu said:
The cut blue beams also have the task of keeping the building together so that forces from the roof trusses do not push out the walls.

When the beams are cut, it becomes the job of the columns to absorb the outward tensile forces. Since they are also loaded from above, quite large demands will be placed on them to resist buckling. Therefore, the columns must primarily be stiff in that direction (outward).

Secure the purple beam firmly to the roof trusses. With this extra collar tie, the outward forces on the walls will be significantly reduced.

One could also consider allowing the pink diagonals to continue slanting down to the blue beams to further stiffen the structure.
Good tip, the only thing is that the purple beam is not in phase with the roof trusses. But it can be solved this way, what do you think?

The blue beam at the top of the red post does hold the roof trusses as well.

Cross-section diagram of a roof structure with labeled beams. Features a purple beam not aligned with the rafters, a blue beam on a red pillar, and various walls.
Illustration of a building structure with misaligned blue beams and roof trusses, showing various colored elements in a wall section.
 
Have you checked what brand new roof trusses cost? Your construction is quite advanced and can be costly. Call a roof truss manufacturer and ask them to calculate new ones, it's not impossible that it will be cheaper and you'll get a CE marked construction (always good from an insurance perspective)
 
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Let the pink ones go all the way up to the top yellow and meet there in the middle. Nothing remarkable, and often easy to place two on each side of existing parts lengthwise. Choose no exaggerated dimension on these and bolt through at the points they pass and nail some blocks between where they lie parallel to stiffen them up.

Very easy to work this way and then cut down what needs to be removed, and your new supports aren't needed then either, they just seem to get in the way. Your new lower yellow should be placed there, it will be very good and many barns are built in a similar way.
 
And see how mycke_nu wrote that pink and green (blue) are tied together at the bottom by the wall so that the forces pushing outward are managed.
 
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GK100 said:
Let the pink ones go all the way up to the upper yellow and meet there in the middle. Nothing special, and often simple to place two on either side of existing parts lengthwise. Don't choose an excessive dimension on these and bolt through the points they pass and nail some blocks in between where they lie parallel to stiffen them.

Very easy to work like this and then cut down what needs to be removed, and your new props won't be needed then either, they just seem to be in the way. Your new lower yellow should be put in place, it will be very good, and many barns are built in a similar way.
That won't work, the blue beams are not in line with the rafters.
Illustration of a building structure with misaligned blue beams and roof trusses, showing various colored elements in a wall section.
 
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bonnen said:
Have you checked the cost of brand new trusses? Your construction is quite complex and could be expensive. Call a truss manufacturer and ask them to calculate new ones, it's not impossible that it will be cheaper plus you'll get a CE marked construction (always good from an insurance perspective)
The barn is 300 square meters in size and is connected to two other 300 square meter barns. We're tearing one down, but the roof is also connected to the other barn. So dismantling 500 square meters of asbestos to rebuild the trusses or partially replace the roof feels maybe extreme. I'll think about it, that is, partially rebuilding the roof.
 
DanielF said:
It probably doesn't work, the blue beams are not aligned with the rafters.
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It can certainly be done in some way, the parts of the rafters are hopefully aligned with themselves across the longitudinal direction of the structure. It's not difficult to fix this considering what you see in your pictures, is there no "bonnsnickare" in the area? And if I look at your colors again, it's yellow, green, pink that are connected to the brown longitudinal beam.

As I see it, it's not a big job to do this and also easy to fix step by step, you can do a roof replacement another time.
 
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Is this what you mean?

Cross-section diagram of a building structure with labeled walls, existing brick wall, new wall in LECA, and extra support details.
 
Yes, in principle. It should be adapted to the details of the existing ones and how you want it inside.
 
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Was thinking that the support beam can't just sit there by itself, so maybe this will be good?
Cross-section diagram of a roof structure with a new Leca wall, existing brick wall, and support platform.
Diagram showing a wall construction with green vertical beams and a red horizontal bearer above a gray brick base, part of a building project discussion.
 
Make sure to firmly anchor the roof trusses to the carrying beam, otherwise, there will be inward-directed forces.
 
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