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  1. kiskertlugas

    Deflection criteria of clinker brick wall (H=3m) supported by an UPE beam (L=2m, multi support)

    Hi All, I had to design a supporting system for 3m tall decorating clinker brick wall. It will be resting on an UPE section, which has brackets mounted at 2m c/c. I wonder what the deflection tolerance for such a brick wall may be. I'M afraid of diagonal cracks in the brick wall due to...
  2. kiskertlugas

    (Helical) Pile design in clay - drained and undrained calculation

    Hi all. I have a project where the helical piles shall be installed in stiff medium clay. I only have drill logs and consistency. I have to work with table correlations. GWL is very high, (at about -0.3m) Loads: factored DL is 100kN factored LL is 60kN total factored load: 160kN In ALL...
  3. kiskertlugas

    Design method for Pipe Bolted Moment Splice with Internal bolts

    Hi All, I'm looking for a design method for a Monopole Pipe Bolted Moment Splice with Internal bolts. See attached picture too. I've found reference for Petersen, but I wonder if there's any other method, ar least this Petersen method is available somewhere? (It seems hard to obtain the...
  4. kiskertlugas

    Risa3d Plate Analysis

    I'd be carefeul designing a base plate connection according to a FEM model. Connections heavily depend on more complex material behaviours, and often backed by serious testing and experiments. That's why those formulas are implemented in the codes. I'd rely on the codified methods.
  5. kiskertlugas

    Round Pattern/Bolted Flange Connection

    You can use Consteel software to design such a moment splice connection.
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