Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations KootK 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: *

  1. Annie124

    No anchorage

    Hello, good day! I just want to ask if is it possible not to apply hooks on top beam to support a stair as well as hooks for the main bars on the side? It has its own foundation. We did forgot to put some dowels before concrete pouring so is it possible for us to just drill it and put concrete...
  2. Annie124

    Negative Moment

    Hello, Can you give me an explanation on how is my negative moment at the support (pointed by the arrow) very high? I did use STAAD. Pro for the Analysis. Is it because of the beams connected to it? I just want to know how does one beam affect one another when it comes to this to understand it...
  3. Annie124

    Column Starter/ Kicker

    Hello, I want to ask if Column Starter does affect structural integrity of a structure?
  4. Annie124

    Columns not on the same line for Combined Footing

    Hello, I do want to thank you for your help, this helps me a lot!
  5. Annie124

    Columns not on the same line for Combined Footing

    Hello, I see now what you are trying to say on your first comment! Thank you so much for your help.
  6. Annie124

    Columns not on the same line for Combined Footing

    Hello, thank you for responding. So you're saying that I will have my design to be oriented like this in order for my loads to be on the same line?
  7. Annie124

    Columns not on the same line for Combined Footing

    Hello, Can anyone help me on what to do with this, because I was trying to design it using two different isolated rectangular footings but my boss wanted me to design it as a Combined footing. Thank you in advance!

Part and Inventory Search