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  1. D

    Timber Z Connector

    Hi folks, In timber design, does anyone know how much of a horizontal force is applied to this kind of a connector when there is only vertical load present ? There must be a notional horizontal load defined for such a connection but cannot find it in Eurocode. Has anyone of you seen it defined...
  2. D

    Timber Detail for Torsion Due to Eccentricity

    Hi all, Some of you may be interested in this problem or may even have already encountered this and had a solution. The question is about a clever and efficient detail to avoid unexpected torsion and splitting on a timber beam. The timber beam in question is taking an unequal loading with an...

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