Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng 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: LearnerL
  • Content: Threads
  • Order by date
  1. LearnerL

    Cantilever steel beam at column

    When you design a cantilever steel beam with moment connections at both sides of the column, do you assume part of the moment goes to the column (due to relative stiffness of the beam and the column) and design the column for that additional moment?? Please advise. For some reasons, we have...

Part and Inventory Search

Back
Top