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ashish ashish

ashish ashish

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  • RE: Floor load generation

    Modestas
    Modestas
    You should not be using the exact coordinates in the Floor ranges. Instead, a minimum range should be slightly lower than the actual coordinate is and the maximum range should be a bit larger than the actual coordinate is. I.e. I.e. if your X coordinates…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Staad verification problem for retaining wall-Plates

    Kris Sathia
    Kris Sathia
    The "2" that the support reaction moment is divided by is not indicative of halving the support reaction. 2 feet is the distance between adjacent support nodes, So, the assumption is that for the interior supports, the zone of influence is 1 foot on either…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Staad Pro Solid Element stress analysis

    Sye
    Sye
    The local coordinate system for solid elements is identical to the global coordinate system. So Sxx is normal stress in the Global X direction. The negative value would mean compressive stress and positive would mean tensile.
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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