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Fiona Cheng

Fiona Cheng

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  • RE: Issues with modelling angle section as a cantilever

    Sye
    Sye
    Here is how the displacement is calculated. To begin with, I would like to mention that the software considers the deformation due to shear which is neglected in the hand calculations and so to make the STAAD.Pro value match with the hand calculations…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Instability of joint with tension cables

    Sye
    Sye
    Took a very quick look at your model and found that you have not defined any supports for your main structure columns. The cables are the only entities connecting the structure to the pinned supports and those are tension only members. So there is no…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: STAAD Pro V8i: Dynamic load on light weight structures with tension-only members

    Seth Guthrie
    Seth Guthrie
    We don't have a good solution for dynamic analysis that honors tension-only (or cable) member settings. If a dynamic analysis is a must, the best thing you can do is assign all those tension-only members to be normal tension + compression members, but…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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