Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations GregLocock 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: Loki
  • Order by date
  1. Loki

    Anchor Bolts

    The 2.5 factor also applies in SDC C. It can be a challenge, especially where edge distances are small.
  2. Loki

    Fky ash concrete for potable water containment

    Are there any concerns with the use of fly ash in concrete for a tank that will be storing potable water? We have a project that is trying to be as "green" as possible and would like to use a high fly ash content in the concrete. Knowing that fly ash -even that rated as non-hazardous- can...
  3. Loki

    Roof deck lateral buckling

    JAE: We have also generaly provide struts/bracing at the end bay in this situation, especially when laterally supporting a tall wall. My concerns are the combination of thin deck material, prone to buckle, and how well I can count on truly adequate connections between deck and wall being made...
  4. Loki

    Warping of joists in a two way pitched roof?

    We are designing a building with structural steel framing, open web joists and metal deck at the roof. The architect wants to pitch steel in two directions to achieve a 1/4" per foot slope. Does anyone have a feel for how much warping can be tolerated in the joists before it becomes a...

Part and Inventory Search