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 JoelNC

  1. JoelNC

    Global sway imperfections EC3

    Thanks HUTRKAK. The worked examples also help a lot to clarify my question. My main conclusion is that we should always consider the sway imperfections (by applying EHF for example) and they may be neglected only if HEd ≥ 0.15 VEd, as you mentioned.
  2. JoelNC

    Global sway imperfections EC3

    Hi, I have some doubts on when to apply global sway imperfections on steel frames according to EN1993-1-1 5.3.2. According to 5.3.2(4), we can disregard the sway imperfections if the total horizontal load is more than 15% of the total vertical load in a given ULS combination. Is this the main...
See more

Part and Inventory Search

Back
Top Bottom