Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SDETERS 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: bjren
  • Content: Threads
  • Order by date
  1. bjren

    Live load on chain link fence

    In AASHTO LRFD Section 13.8.2: “The design load for the chain link or metal fabric fence shall be 0.015 ksf acting normal to the entire surface” How was this load derived? It doesn’t make sense to apply it to the entire surface no matter what height of the fence is. (For example, 10 ft high...

Part and Inventory Search

Back
Top Bottom