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  • Users: Lman321
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  1. 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.
  2. Lman321

    Round Column Moment connection

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

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