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Recent content by tsg25

  1. tsg25

    Flexural buckling failure mode

    Thank you, Josh. I was pretty sure that's what the convergence indicated, thank you for clarifying. I will check for local buckling as well.
  2. tsg25

    Flexural buckling failure mode

    Hello, Ø5" x ? wall x 24" long HSS subjected to a 10 ton axial load. Per the specification, the equation for inelastic buckling would apply (E3-2), but I wonder if flexural buckling would really be the governing failure mode? At some point, isn't the limiting factor just the compressive...
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