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: Aaron679
  • Content: Threads
  • Order by date
  1. Aaron679

    Moment connections

    I would like assistance with a building I am designing. I am using SMF as the lateral force resisting system in the building, and would like to know if the connections between the non-seismic beams to column connection can be moment connections or do am I required to use shear connections. If I...
  2. Aaron679

    For a special moment frame building non-seismic connections

    For a building using special moment frames as the lateral force resisting system, do the connections used for the non-seismic beams and columns have to be shear or can they be moment connections. Thank you in advance for any help that is given

Part and Inventory Search

Back
Top Bottom