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Design of Joist Extension(s)

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dwf123

Civil/Environmental
Mar 19, 2022
3
Hi All
I am trying to design a mechanical connector arrangement to extend a series of roofing joist in length by about 500mm. A structural wall is being moved (by the same 500mm) and rather than replacing all the joist I want to extend the existing by this 500mm.

The plan is to use toothed plate connectors with bolts with a identical size timber as the original joists used to form the extension pieces.

I can easily spec the TPCs to deal with shear, but struggling a bit to understand how to deal with the BM in the beam. One TPC alone can do the work that I need to it to, but surely this is also placing a rotational force onto the connector which it is not designed for?

Any help would be greatly appreciated.
D
 
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In addition to the shear at the non extended end, the flexural moment may increase enough for failure. It's not just a matter of the attachment of the extension.

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500mm isn't too bad, but providing bending moment connections in sawn lumber is not a good idea. Any sort of dowel connection will compress the wood slightly at the edges under load, making the joint loose. Definitely not a good idea for members under constant loading and unloading conditions. And any glue that you'll use will creep over time. If you absolutely have to (as a last resort), go with lots of smaller fasteners (and AFG-01 glue, which still helps) instead of a few bolts. In your case, the toothed plate is not going to cut it. Sister the rafters with new members that lap the existing by a certain amount. And get a structural engineer to design it for you.
 
A sketch would be helpful because, if I'm interpreting what you're describing correctly, the extension alone won't work.

I think you'll need a 'sister' piece that I expect will need to be nearly full length of the span, with close attention paid to the fasteners between the new and original.
 
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