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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...

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