Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SSS148 on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Zivil
  • Order by date
  1. Zivil

    Back to Back Channels

    Thank you all, I appreciate your help.
  2. Zivil

    Back to Back Channels

    I believe the bolts are in both when the spacer between the channels is non-continuous. Is this incorrect? As Weab mentions above, "The top flanges are going to want to separate and the bottom flanges are going to want to come together. I would make the spacer plates as deep as possible and...
  3. Zivil

    Back to Back Channels

    Thank you all for the input, I appreciate it. I am having difficulty figuring the tension capacity needed to size the bolts. Any ideas?
  4. Zivil

    Back to Back Channels

    Is there a standard procedure for analyzing a beam made of back to back channels with a non-continuous spacer plate between? I'm working backwards, I know the I-beam size for what I need, but want complete out of channels so I can place a tension rod between the channels. I have looked at the...

Part and Inventory Search

Back
Top Bottom