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: Sidework
  • Content: Threads
  • Order by date
  1. Sidework

    Channel Web to W-Flange Column Connection

    Will moment capacity develop in a horizontal channel section that is attached to the exterior flange of a wide flange beam column? The Column is bent along the weak axis. The channel is bolted through the web to the column flange. The frame is loaded horizontally at the connection (seismic). The...

Part and Inventory Search

Back
Top Bottom