Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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: Cary Yue
  • Content: Threads
  • Order by date
  1. Cary Yue

    How to use AISC Table 3-6? Why the unit is Kips for Uniform Load?

    Hi, I am paparing for the exam. How to use AISC Table 3-6? Why the unit is Kips for Uniform Load? If I known the beam span and size, can I use table 3-6 to know the Maximum uniform live can resist by the beam? Thanks,

Part and Inventory Search

Back
Top