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    Structural engineer missed point load - advice please

    Hi guys, SE originally provided calculations for 2 steel beams. B1 supporting an interior wall, B2 support the rear side of the house. B1 is bolted to the centre of B2 so the steels forms a T shape (pic attached). The SE forgot to add the point load of B1 on B2. I have now installed the steels...
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    is RSJ correctly supported?

    Guys, I have a builder in doing some work for me. He put up an RSJ where there was previously a load bearing wall. Can you comment on the photos? I'm not 100% confident in what's been done. New RSJ spans 5 metres and also supports smaller pre-existing RSJ. Areas of concern, - Pad stone 80mm...
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