Hello
I am going to make a very large modification to the house. I am going to remove a large part of a load-bearing wall and install a beam that is really stable (as little deflection as possible).
I have checked and read a lot, but I'm not getting any wiser. I have also had a carpenter come over, and he wants to use an HEA beam 200.
So my question is, is an HEA beam 200 sufficient? Feels a bit on the small side.
Info about the house.
1 ½ story
Roof slope 45 degrees
Width 8000
Height 2400
Opening 5300
Live in Uppsala
I am going to make a very large modification to the house. I am going to remove a large part of a load-bearing wall and install a beam that is really stable (as little deflection as possible).
I have checked and read a lot, but I'm not getting any wiser. I have also had a carpenter come over, and he wants to use an HEA beam 200.
So my question is, is an HEA beam 200 sufficient? Feels a bit on the small side.
Info about the house.
1 ½ story
Roof slope 45 degrees
Width 8000
Height 2400
Opening 5300
Live in Uppsala
Member
· Blekinge
· 10 117 posts
As mentioned, a section drawing is needed. Presumably, HEA 200 is too slender. An HEA 220 corresponds to, for example, 115x450 mm glulam. I think it's a somewhat risky setup from a stability standpoint. The beam is quite long and the intended layout is not ideal.
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