Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross 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: DWLetourneau
  • Content: Threads
  • Order by date
  1. DWLetourneau

    Part failure - need help figuring out why - Stress Concentration

    Hello everyone I have a problem that I need some help with. At my place of work as a co-op we had a part fail. This part is a shaft thats dia. 6" and steps down to a dia. 4.125". There is a 3/8" fillet to help reduce stress. The material is AISI C-1015HF, I believe. This part snapped in...
  2. DWLetourneau

    Determing the point at which a weld will fail..details inside

    OK so here is the situation. I have a part that has a 36" long piece of box tubing welded on both sides to a frame (box tubing dimensions: 1" x 1"). I need to prove with equations that this device can support a 200lb load. Im assuming that welds will fail before the beam it self fails so I am...

Part and Inventory Search

Back
Top Bottom