Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by StructGuy123

  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?
See more

Part and Inventory Search

Back
Top Bottom