In article , TheScullster wrote:
Thanks for link, but this doesn't show the case proposed by plan
designers. They are suggesting a steel I-beam above, with the
supported timber joists at 90 degrees to this. Therefore hangers
need to go over steel then hang down to pick up overlapping joint
in joists

The usual arrangement IME is to bolt timber fillers either side of
the beam web (size will depend on the steel) and nail long tail
joist hangers to them, tails taken over the top and ends nailed to
the other side. Hnager such as

http://www.screwfix.com/app/sfd/cat/...53897&id=56199

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Tony Bryer SDA UK 'Software to build on' http://www.sda.co.uk
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