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
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