Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations pierreick 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: pcbtmr2
  • Content: Threads
  • Order by date
  1. pcbtmr2

    Static coeffient of friction of excavator steel tracks on soil

    Anybody know of a reference where a range of this is identified? Thanks.
  2. pcbtmr2

    Exceeding allowable stresses

    Can someone offer a logical explanation for the common practice of slightly exceeding allowable stresses. I am having to work against the argument, "The code allows 100% of allowable stress, not 100+%". Forces are generated by wind and gravity in steel (TIA-222, AISC ASD). Many Thanks.

Part and Inventory Search

Back
Top Bottom