Load on an edge element

[bossespecial]

Please ask the designer about the long-term load, as this often determines the "capacity" of the cell foam.

 

[justusandersson]

I have difficulty understanding why there is a concrete pillar in the facade of a lightweight concrete house?

 

[MackanM]

The house is like this, but the western road is complete all the way with no right turn.

The opening is 6 m with a 320 mm hea beam.
On the column also rests another beam that is over the sliding door section to the right, which is 3.2 m wide.

 

[MackanM]

The column is opposite the dining area facing the garden.

 

[bossespecial]

Do you have any K-ritningar?

 

[MackanM]

No not yet

 

[justusandersson]

I understand where the column is located. However, I do not understand the choice of solution or the calculations that might be behind it. An HEA 320 beam can handle very large loads that I cannot imagine would be relevant here. Additionally, the span doesn't need to be 6 meters when there is a wall that can be utilized.

 

[MackanM]

I have glulam beams that will rest on the beam.
The column
An additional cast beam
The outer wall is 10 m wide 36.5 cm

 

[bossespecial]

In that case, it is unfortunately difficult to give any advice. Doing as suggested may perhaps be the most appropriate since the load is applied centrally to the footing. What is the reason you want a different solution?

 

[MackanM]

Cast all at once instead of casting twice.

1 time to reinforce the pillar and then the rest of the casting.

I was explained.

 

[justusandersson]

If you choose long spans for the beams, the column loads will follow accordingly. I miss a holistic approach here. Are the house supplier and foundation contractor different companies?

 

[bossespecial]

I'm feeling a bit slow tonight but the beam runs parallel to the wall between the living room and the bedroom, right? If so, it should be appropriate, as justus said, to use that wall as a pillar.

 

[MackanM]

Red hea
Green casting

Where green and red meet, there are pillars of concrete and reinforcement.

That is where k says it is not enough and needs a slab of at least 1.3x1.3

 

[bossespecial]

You can handle it without the extra casting. What you need to do is thicken certain parts of the slab. Assuming you have 300mm insulation, just remove 200mm and let the edge beams "continue" into the house. Like a Christmas tree stand..

Sketch coming soon..

 

[MackanM]

You, my lord, are an angel