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: SuperREG96
  • Content: Threads
  • Order by date
  1. SuperREG96

    Overstrength applicability for anchor design

    Hello everyone, long time viewer but first time poster. It's just been one of those days and I'm sure I'm overthinking things. I've got a job with SDC C and using a steel R=3 system with HSS diagonal bracing. Because R=3 I don't have to use AISC 341 provisions. However, ACI 318-14 17.2.3 says...

Part and Inventory Search

Back
Top Bottom