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  1. Lman321

    torsion analysis required?

    Wow! Thanks for a very interesting thread. I did not anticipate this much response. I'd love to discuss architect-structural engineer relationship but I am under the gun on this project so here is what I came up with. (please see the attachment). I have decided to put moment connections at...
  2. Lman321

    torsion analysis required?

    Thanks to all the responses. The outrigger is part of an architectural feature so it has to be W6. I have over 250 outriggers so the number of moment connections will have to be minimized to reduce cost.
  3. Lman321

    torsion analysis required?

    Please refer to the attached roof framing plan. W9x9 cantilevered 8'-0" from column line L. They are fully welded to W24x55. W12x14 are provided for lateral buckling. I'm trying to avoid a complicated torsional analysis on the W24x55 along L. Is this possible? Please advise.
  4. Lman321

    Round Column Moment connection

    Thanks den32.
  5. Lman321

    Round Column Moment connection

    Does anybody have a detail for round column moment connection? Thanks.

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