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Recent content by Inszz

  1. Inszz

    Precast cladding panel connection suggestion?

    Thanks for your response, HTURKAK. As you can see from the plan above, we have multiple sets of inclined panels. So different inclined panel has different 'height' and the triangular one just change to suit. Please see the pic below.
  2. Inszz

    Precast cladding panel connection suggestion?

    Thanks for all the insights. Clients wants concrete all around even for triangular ones. That said, if the triangular part can be steel frame, I still cannot picture what cast-in plate in inclined panel to cleats is like here. Can you maybe elaborate? For the story drift, since the column will...
  3. Inszz

    Precast cladding panel connection suggestion?

    Plan find plan below. Column spacing to be 4m.
  4. Inszz

    Precast cladding panel connection suggestion?

    Thanks for your quick reply. 0.5-3m means that the depth varies. (There are many inclined panels like this and their 'depth' are not the same) The story drift will be within 35mm under seismic. For the panels above I have bearing connection (cast-in plate in panels) at the bottom to slab and...
  5. Inszz

    Precast cladding panel connection suggestion?

    Thank you very much for your proposal. Not sure if I misunderstand anything but looks like you are connecting the triangular 'panels' instead of the inclined ones to slab? Or do you mean the included ones and the triangular one comes as a whole and then reply the triangular ones to connect to...
  6. Inszz

    Precast cladding panel connection suggestion?

    Client wants to have this kind of precast cladding panel on the external as below. As you can see, the panel will run at a degree to the column below. I haven't come up with a solution especially the movement connection. Can anyone share his idea? Thanks.
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