Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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: rjt10
  • Order by date
  1. rjt10

    Disconnecting SOG from Shear Walls

    Hi, I have an ETABS model where the shear walls extend past the slab on grade to bear directly on the caissons below. However, there is a problem where the gravity loads carried by the shear walls are being transferred into the SOG and causing unduly high stresses in the slab. Is there any way...

Part and Inventory Search

Back
Top Bottom