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Hello,

I want to create an opening in an exterior wall of a house with a flat roof. I want either folding doors or sliding doors. The house is built on a rock with a solid and extra-large concrete foundation (crawl space).

Area: Stockholm

Roof: Felt with a normal ceiling.

Roof slope: 0-1 degrees (flat)

There used to be a good tool to calculate glulam dimensions and specify flat roofs, but I can't find that tool anymore. Also, I remember that glulam probably wouldn't work since it required a height of over 60 cm.

I have a limited height to work with. The beam can be about 25-30 cm high.

Which steel beams (IPE, HEA, HEB, etc.) and dimensions can I use?

It would be so darn nice if someone could calculate or describe how I calculate.

IPE:

http://www.stalbyggnadsinstitutet.se/uploads/source/files/IPE.pdf

HEA:

http://www.stalbyggnadsinstitutet.se/uploads/source/files/HEA.pdf

HEB:

http://www.stalbyggnadsinstitutet.se/uploads/source/files/HEB.pdf

Regards,

Derby

Diagram showing the layout and measurements of a planned wall opening in a flat-roof house, with specified dimensions for potential sliding or folding doors.
 
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Anyone who can offer some help?
 
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At Byggbeskrivningar.se, I can calculate which glulam beams I need, but it's not possible to calculate for flat roofs or openings over m (max is 5m). Additionally, I don't know if I should use the size of the house body or the roof when calculating.

Self-weight of outer roof:

0.55 kN/m2 - Roof with felt, insulation, and internal cladding

Self-weight of inner roof:

0.45 kN/m2 - Normal inner roof (for example, with single/double gypsum board)

Snow zone:

2 kN/m2
 
More information is needed to be able to calculate it. Preferably a sectional drawing and a description of the construction of the current wall.
 
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Ok, why doesn't one need to specify it in building documents when calculating with glulam? They might just take a standard wall.

The wall that is being removed is built with 120 studs and insulation, windows, and sheet material.

The roof trusses are spaced at 120.
 
I would never use building scripts or any similar calculation app myself. You never know what assumptions are hidden. Are the trusses truss trusses without support in the middle?
 
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Mm I understand. I suspect that I have to pay someone to write a certificate for the municipality. The measure requires a building notification.

These are not trusses, but beams made of sheet material that are glued.

The beams are supported only by the exterior walls.
 
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Thank you for taking the time. It would be nice to get an estimate of what type of beam I need as it moves me forward in the planning.

I think the roof beam can be likened to today's kertobalk.
 
If the beam cannot be higher than 300 mm, glulam will not work. The smallest glulam beam I can imagine is 215x450 mm. It will have to be steel instead, perhaps HEA 260. Considering how you plan to use the opening, the deflection should be limited more than usual, which leads to a somewhat stronger dimension.
 
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Daz
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HEA is incredibly strong. A HEA 26 specifically is also one of the strongest available in the standard assortment.

Are you using a program or just estimating?
 
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Unfortunately, 26 cm is also too wide for the wall. Maybe need to reconsider...
 
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If I instead reduce the span and insert a door like this:

Diagram showing a structure with reduced span and door placement. Measurements include 13.70m, 12.80m, with sections of 1.0m and 4.80m length.

Which IPE beam do you think would work?
 
I usually don't estimate in situations like these. I calculate it using elasticity theory. The dimensions become large because the roof loads are so big due to the span. If you want sliding doors, it requires a very low deflection. You can replace an HEA 260 with an IPE 330. If you reduce the opening size to 4.8 meters, an HEA 220 or IPE 270 will suffice.
 
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fahlis
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justus, many thanks!

You're a rock!
 
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I've been thinking further....

1) How should I attach the beam to the columns?

2) I read in another thread that I can skip the header in the transfer. That would give me an additional 45mm in height. What do you think?

Under the beam, I need a wooden joist. What's the best way to attach it to the steel beam?

Thanks
 
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