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  • Users: ajos6183
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  1. ajos6183

    ASCE 7-16 Load Combination 3

    Hi All, For a steel building i am looking at, i have 40 wind load cases and 10 snow load cases. When applying the following load combination 1.2D + 1.6S + 0.5W, does this mean i need to consider 400 loadcases? I really hope not! Thanks, Anthony
  2. ajos6183

    Axial Buckling about Non-Principal Axes

    Hi all, I have been having difficulties working out axial buckling about non-principal axes. I have come up with an example to illustrate my question (please see attached). Suppose we have a simply supported column under compression only with a midpoint restraint about a non-principal axis. I...

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