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  1. gmailman1

    Unbraced Lengths

    Josh, Thanks for the reply. It appears the Lbyy and zz are more related to column type members and the Lcomp is more for beams. Correct? The members do indeed share the same top of steel elevation. For the main beams it appears I could set the Lbyy and Lcomp-top to "segment" and leave others...
  2. gmailman1

    Column axis orientation

    Its carrying three levels of electrical conduit (1.5klf) and no walkway required. I'm currently looking into HSS square sections as columns as well, which may make this topic moot but regardless I'm always learning so if you have input I'm all ears! Paddington, the beams are pinned to the...
  3. gmailman1

    Column axis orientation

    Sorry if this sounds a bit like a newbie question. Lets say you are designing a two span bent bridge (not roadway but utility like electrical conduit) that is comprised of two WF longitudinal beams and two WF columns, with transverse beams between the two beams and columns as needed. Lets also...
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