Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Once20036's latest activity

  • Once20036
    Once20036 replied to the thread What does a joist filler look like?.
    agreed, a short length of rod welded between the two chord angles. I`m accustomed to seeing them midspan between panel points...
    • 1741978499354.png
  • Once20036
    Once20036 replied to the thread support condition in model (urgent).
    @phamENG - i didn't see anything in there about concrete. If that's the conversation, I agree you could do something if you predrill the...
  • Once20036
    Once20036 replied to the thread support condition in model (urgent).
    I don't think anyone has said it yet, but you cannot shoot a pin through an angle into the deck. The pin is shot from above, through the...
  • Once20036
    Once20036 replied to the thread Sloped Fall Protection Beam.
    How is the fall protection attached to the sloped beam? I suspect that if its on wheels/on a trolley, it will roll down the length of...
  • Once20036
    Once20036 replied to the thread Ethics Double Check.
    I`ve always heard that the question isn't about whether or not theres a conflict of interest, but rather whether or not there's the...
  • Once20036
    Once20036 replied to the thread ASCE 7-22 Windward Drift.
    I don't want to side track the conversation, but which FM document is referring to ASCE 7-22? The FM wind document (FM1-54) largely...
  • Once20036
    Once20036 replied to the thread When would a retaining wall footing be required?.
    In my experience, geotech reports require that wall footings need to be of a minimum width (2' typical). If you don't have a wall...
Show older items

Part and Inventory Search

Back
Top Bottom