Recent content by Marv K

  1. M

    Calculating Minimum Column Length for Buckling: Stress and Variables

    Ok, sorry to be annoying, but worried I've done it wrong now. If E.S.R. = 118.74 I = 1.374*10^-6 A = 2.199*10^-3 Then the equation is Le = 118.74*sqrt(1.374*10^-6)/(2.199*10^-3) Which equals 2.968m? Also, sorry if I've written that equation terribly.
  2. M

    Calculating Minimum Column Length for Buckling: Stress and Variables

    If the effective length is half of the actual length, are those figures not incorrect? I only ask cause I'm doing the same course and wanted to check. Is the effective length not 2.968m?
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