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!

Search results for query: *

  • Users: dfitz
  • Content: Threads
  • Order by date
  1. dfitz

    12" SD located under building column footing

    My recent inspection revealed a 12" SD (HDPE pipe) running directly under an endwall column footing. The footings, wall/pier have already been poured and the contractor was getting ready to backfill. The endwall footing is 6x6x12" thick, and was upsized for uplift conditions on the PEMB...
  2. dfitz

    Tension Tie Beam Steel

    Hello, I'm designing a foundation for a pre-engineered metal building, 90' clearspan. The mainframes exert approximately 50k of thrust due to Snow, Dead and Collateral. I intend to tie the piers together with a typical tension tie with rebar and mechanical couplers (2#9 bars). I've been asked...

Part and Inventory Search

Back
Top Bottom