Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • 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: HBKS
  • Order by date
  1. HBKS

    Strut K Value for Cantilever

    Hello, I am working on a project using a piece of strut as a cantilevered column (P1001 C41). My question is whether to use K=2 or K=1.2 for cantilevered strut? When working with normal steel shapes, I would expect to use K=2 but when I look at all the various strut catalogs, I inevitably see...

Part and Inventory Search