Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SSS148 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: *

  1. wildwolfyan

    Strength reduction factor in ASD and LRFD?

    Can we move the strength reduction factor from the capacity side to the load side? For example for LRFD, suppose a design criteria is 1.2D+1.6L > 0.9Mc, where Mc is the nominal moment capacity. Can we move 0.9 to the load side so that the design criteria becomes 1.33D+1.78L > Mc? I heard it is...

Part and Inventory Search

Back
Top Bottom