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  1. Stress Engineer

    Panel Buckling by Enforced Displacement

    HI Folks, I am running a panel buckling analysis using enforced displacement method in NASTRAN (using SPCDs). It usual practice to consider only the transnational components in the analysis. I am just curious to know why the rotational components need to be / need not be considered. Thanks
  2. Stress Engineer

    Highest Recommended Edge Distance

    Dear Folks, We all know the recommended edge distance should be 2d. I would like to know what is maximum edge distance allowed in case of (i) metallic components (ii) Sandwich Floor Panels Thanks in advance

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