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shashank b

shashank b

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  • RE: Staad 3D plate model

    Sye
    Sye
    1. Using REPEAT LOAD is the correct approach. You need not compare the results with the LOAD COMBINATIONs as the later would not be correct anyway. 2. Have to look at the model to answer this one 3. Couple of things to note here. Plate releases are…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Spring constants application-Staad

    Sye
    Sye
    Supports ( including springs ) are defined with respect to the global axis system. The only exception is when you are defining inclined supports which has it’s own axis system that can be defined by the user. So when your walls and slabs are planar and…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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