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Thread: Structural timber joints
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17th September 2009, 07:40 PM #1
Structural timber joints
In AS1684 it says timber members can be spliced and treated as unjoined if the joint shows the same stress grade as the original timber. But it does not tell you how to do this........ Anyone know how this can be done........It would sure make life a lot easier
(or would it)?
Thanks.
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