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  • Users: dcmiles
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  1. dcmiles

    Tension load normal to a fillet weld

    Hi y'all, I'm not very well versed on welding and I have a question about appropriate welds for resisting tension in a direction orthogonal to the weld axis. I am in the process of designing some brackets which will attach to a clevis and tension rod to hold up a canopy. I attached a picture...
  2. dcmiles

    RISA 3D - Limits on Deflection Analysis

    Hi, I am a fairly new Structural EIT (<4 months on the job) at a small design firm in Ontario, Canada. I am the only engineer in the office (my superior works remotely) and I am using a different FEA software as RISA has a connection to Revit -- which is what the designers here use. I like...

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