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  1. StructGuy123

    Fillet Welds in OMF

    You can also just design the connections using R=1 for OMF instead of developing the entire strength of the beam. See the commentary in AISC 341
  2. StructGuy123

    HSS welded OMF

    Why are the loads derived from an R of a wood shear wall system when a steel OMF is resisting the lateral loads?

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