Anyone know if this is possible? Two-story house, opening around 5 meters, with an intermediate floor resting on the exterior wall that is to be removed. Are there solutions to avoid a beam at the opening on the ground floor?
 
J
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Photos plus drawings of the current construction, and you can get an answer
 
D dogpox said:
Anyone know if this is possible? Two-story house, opening around 5 meters, intermediate floor resting on the exterior wall that is to be removed. Are there solutions to avoid a beam at the opening on the ground floor?
Definitely possible,
I was involved in demolishing a load-bearing basement wall a few years ago when the homeowner also wanted to expand the basement.

The reinforcement in that case was an HEA200 steel beam as seen in the pictures below. Span of about 6m.
It was completely integrated into the floor structure as we cut the existing floor joists into the beam, which is somewhat visible at the top of one of the pictures.

This could be a type of alternative if you don't want a visible beam.
 
  • Demolished basement wall with rubble on the floor, supported by two steel props. A yellow wall and part of a radiator are visible in the background.
  • I-beam HEA200 supporting a removed basement wall, integrated into the flooring joists. Rust-colored beam in an under-construction basement area.
  • Construction site with a pile of gravel on the ground, a HEA200 steel beam above, and surrounding unfinished walls and equipment.
  • Renovated basement with a newly poured concrete floor, exposed cinder block wall, and partial view of a doorway, lit by overhead lighting.
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I think I understand the construction, but I wonder if such a beam is intended to be used that way? Did you calculate the strength and the loads that press between the beams?
 
D dogpox said:
I think I understand the construction, but I'm wondering if such a beam is intended to be used that way? Did you calculate the strength and the loads that press between the beams?
In this case, it was a designer who developed the detailed drawing of this solution. So I'm completely sure it will hold. It's basically just the load from the floor that stresses the beam.
The result was an entirely rigid floor.
 
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