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  1. D

    Timber Z Connector

    can you draw me the freebody diagram
  2. 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...
  3. D

    Truss Question - Sanity Check

    I think you are confused. The chords does not need to be continuous. You just need to provide the continuity via force transfer by introducing connections at the interrupted points or by introducing tensions bands, tension bars etc. check your forces. most of the time the chords are interrupted...
  4. D

    Best Software for Full Concrete Building?

    I would suggest Sofistik. Very powerful and neat.
  5. D

    Timber Detail for Torsion Due to Eccentricity

    @XR250 Correct. That is not possible.
  6. D

    Deep foundation Recomendation

    I would be more worried about the settlement than the corrosion of the bars etc. As long as you consider the sufficient clearance for the reinforcement based on the environmental condition plus the concrete class, type and grade for this specific environmental condition, what else is there to be...
  7. 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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