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  1. Effy555

    Member vs. Section capacity

    Hi, Is there any rule when to use section capacity and when member capacity? Does member capacity include secondary effects already?
  2. Effy555

    Anchored piled wall

    I am doing a structural model for anchored piled wall (contiguous piles 1.2m at 2m spacing). The results have to be optimised to match the geotechnical output. I have an issue with modeling the anchor properties as they highly depend on the deformation of the wall (P-delta) utilisation. What is...

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