Hi Guys,
Seeking advice on a major RSJ installation on a house conversion.
A kitchen/diner conversion has resulted in a major supporting wall being removed and replaced by a RSJ. The pics show the RSJ is bolted either end to 2 vertical beams. The full weight of the RSJ and upper floor of the house is therefore held by just 12 x M16 bolts. I would have thought the RSJ would sit on top of the vertical beams, thus taking the weight, rather than just the bolts.
The structural engineer has reassured the house owner that it is standard practice and the calculations suggest the bolts are adequate.
I'm not a structural engineer by any means, but I have significant mechano construction experience and being of a nervous disposition I worry that the house is only being held up by 12 bolts.
I've already suggested that the house owner should invite his local council building inspector to view the installation.
Comments/advice would be welcome.
Cheers
Seeking advice on a major RSJ installation on a house conversion.
A kitchen/diner conversion has resulted in a major supporting wall being removed and replaced by a RSJ. The pics show the RSJ is bolted either end to 2 vertical beams. The full weight of the RSJ and upper floor of the house is therefore held by just 12 x M16 bolts. I would have thought the RSJ would sit on top of the vertical beams, thus taking the weight, rather than just the bolts.
The structural engineer has reassured the house owner that it is standard practice and the calculations suggest the bolts are adequate.
I'm not a structural engineer by any means, but I have significant mechano construction experience and being of a nervous disposition I worry that the house is only being held up by 12 bolts.
I've already suggested that the house owner should invite his local council building inspector to view the installation.
Comments/advice would be welcome.
Cheers
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