Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski 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: ALEXZ0622
  • Content: Threads
  • Order by date
  1. ALEXZ0622

    Which seismic force do you use for connections(steel anchor stud) between diaphragm and collectors?

    All, Given case here: Steel special moment frame structure with concrete filled composite deck as rigid diaphragm. Which seismic force would you use to design the steel anchor studs between diaphragm and collectors? After I searched ASCE 7-10 and 16, it seems that option 1 will be my...

Part and Inventory Search

Back
Top Bottom